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HomeMy WebLinkAbout021-030-009�� 21-03-09 SD DRESS "(WI-tD GOOSE CLUB) 'ermit #2762-84B P,E,M(new single family) 211--0.--10=9 % f _ Contr: Dale�B`1.s_b_y-+�Yuu a City ep//0165 Pe���3454-84E(temp ele/2672-84) 021-030-009 PERMIT#94-.193$, WILD GOOSE CLUB END OF PRI RD 1 MI N OFN BUTTE RD./ CONT: TAYLOR CONSTRUCTION /0/--1-4 (l ADD OPEN DECK/SF o2i • v 3©•� ac • G 0 i , E E I �� 21-03-09 SD DRESS "(WI-tD GOOSE CLUB) 'ermit #2762-84B P,E,M(new single family) 211--0.--10=9 % f _ Contr: Dale�B`1.s_b_y-+�Yuu a City ep//0165 Pe���3454-84E(temp ele/2672-84) 021-030-009 PERMIT#94-.193$, WILD GOOSE CLUB END OF PRI RD 1 MI N OFN BUTTE RD./ CONT: TAYLOR CONSTRUCTION /0/--1-4 (l ADD OPEN DECK/SF o2i • v 3©•� ac • G 0 ��----ti _, (C�i�� OO G� �I '�� �. RESIPENTIAL . 021-030-009 PERMIT#94-1938 WILD.GOOSE CLUB END OF PRI RD 1 MI N OF'N BUTTE RD. CONT: TAYLOR CONSTRUCTION ADD OPEN DECK/SF - -2 E i JOR FINA 1 4 Signature V= OK O=Not OK NotApplicableMOBILE HOMES MISCELLANEOUS Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a Date/Initial DECK COVERS CARPORTS GARAGES, Plans OK except #'s 1. -Zoning Requirements -Setbacks -Easements Zon' Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Teat -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / PV'ft. / /"Net. or/ PVft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance nchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector Date/Initials POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining -7. Water and Sewer. Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 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-Panelboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK ' - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'a 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Puri In=roof Brec-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Fib., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yea 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California X5965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT Q q44 ` ASSESSOR PARCEL NUMBER 021-030-00 A40 ZONING BUILDING PERMIT OWNER WILD B TELEPHONE SO. FT. OCC. BUILDING VALUATION 693 0 4,851.00 851.00 OWNER'S MAILING ADDRESS PO BOX 550 SUTSUN, CA 94589 CONTRACTOR'S NAME TAYLOR CONSTRUCTION TELEPHONE CONTRACTOR'S MAILING ADDRESS PO 'ROX 1021 RED 11BILUEE, CA 96Q,90 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 72.00 ARCHITECT OR ENGINEER Ni 0 NE ucENSE NO. Plan Checking Fee $ 46.80 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ p 138.80 RD. ARE 319 MT& W. OF PENNINGTON. PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF (N Duplex ❑ Mobilehome ❑ Other SPECIFY@20.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile HomeS G W TYPE OF WORK New ❑ Addition Ck Remodel ❑ Utilities 1:3Installation ❑ Other ❑ Describe Work: OPEN DECK PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC UP. OR ADDNS. ( & ACC. OLDS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions C de an m ense is in full force and�ffect. License No.' Classification ❑ 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) OA20 @ 1.0000 Ex. Occu FIXEDAPPWS.OR p. ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person inanymannerso asto become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agre e, indemnify and keep harmless the County of Butte against all liabilitie ludgmen ,costs, and expenses which may in any way accrue against said U in conse ence of the granting of this permit. q C4 L4 Date f7 / Signa ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 138.80 HAZ. D. FEES IMP FLOOD DF CEL PD ISSUE .y' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica d above for which fees have been paid. y Date' QW_U�_ PERMITEXPIRESON ?— 2-81- VIS, (Oe tel Receipt No. 167097 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT + PERMIT NO. ASSE P E UMBERZONIN a ] Q /'!J� BUILDING PERMIT,X J 1 OWNER] I ,/ O O's e TELEPHONE SQ. Fr_ OCC. BUILDING VALUATION OWNER' AILIN ADDRESS - L53p s kh �' 9958 CONTR,77AME r (l-' /��n 1 1/TOJ�S �E CON M L DRESS `1} V I P Fireplace CONSTRUCT)© LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCH ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUIIDIN RE � � o � I' �c a � n-► ; �. m PERMIT FEE $ `20.00 { �� 9 k 112 Cr Wl vl/- O PLUMBING PERMIT Fling Fee Each Trap 7.00 CLv►n;.� Dn � L'i✓� 00,1-1, Solar or heat pump water heater 23.00 LOT NO. SUBDI ON'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition Remodel O Utilities O Ins allation O Other ❑ Describe Work: /� n I C, C_ PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service 1 V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. 8LDS. ) SO, 3.50 FT• CONTRACTORS LICENSE LAW declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET •NON•RESID. ( BRANCH CIRCUITS ) @7.50 POW ER APPARATUS (8 SINGLE OUTLET CIN. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup. FIXED APPwS. OR (OUTL) ETS IRESID.1 EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FL D CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date - PERMIT EXPIRES ON IDe tel Receipt No. WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 3!36 � �ts) �6 x is �, .. =y� �, .. �; �� , � - �, .. _.7 9`•'y d+... ,..q , .. Pr...(.P. V .. ,• ...,. ., " n . rn,.e: _ Y~'tt el>',. 7,, �- n r'yMr"`.. r.,.*r...f1.. ,4 W, . V.<.- 1 . •4• r , COIJNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET 00 OWNER VV I C (!S . P o. Proposed Building UseDe-C-1 Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. ImDa-cl fees as shown on attached schedule . ............................. . 12 alifornia Department of Forestry plan approval/fees. ....................... . A -V2. Flood elevation letter (100 year fl d) by C di ornia Engineer . ................. . 14. Sanitation and plot plan approva r v Health Department . ........... . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ... . Preanspedion n:quest 20. Pre -inspection for required. . to Building Inspeotor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... A2. Plan check list. . /.i./.h ... f1.... I ....... _E ...1_ .................... . W en you issue the permit, process as follows: Mailtgowner. Mail o contractor. Telephone S�t 4- 5�and hold for pickup at {J O y, Oe) ice. Deliver with inspector. Other Parcel Creation / t7 Acreage Applicant �'�'1 ( Date / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date ' Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle w item not checked above). 1. Index permit for above items No. o 2. Additional items required: tractor designer, owner, was advised of above required data byfione _mail C unter by _JDate c or, designer, owner, was advised of above required data by _ phone_ mai ounter by _ Date Plans checked by Date Plans approved by Dates% Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONL4i Plot PI= AmcW —� Poor Plan Anwhad Suri to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 20 lig A1-y3y-meg Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forr mo ' e. Other , Hold final for: Final clearance O.K. for: NOTE: s Environmental Health Specialist Date 8/92 ' Owner: TED DRESS Permit No. oc7&--•�L r ENERGY CERT IF ICAT ION LOCATION A.P. No. ROOF Material Thickness(inches) DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL / Material 0° r � fl W. Brand Name eb e"Z-5 'OJh�_ 4 1Wx.:9 stance✓�' Thickness(inches) '3 /� �, Thermal Resi(R Value)._ 2%d CEILING //// nn Batt or Blanket Type •1,0ezo l Brand Name D (y' ;;V� Thickness(inches) Thermal Resistance(R Value) Loose Fill Type Brand Name Minimum Thickness(Inches) Number of Bags Wt. per bag lb. Area covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED Material =��J Thickness(inches) FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) Brand Name 0-�� Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Ener Requirements. RM N \ WN STATE CONTRACTOR'S LICENSE NO. SIGNATURE OFi INSTALLATION APPLICATOR DATE M419PrtE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. 'e- Z) �r SSS FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 I . - _ 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 CORRECTION NOTICE ;A �. �s 7(,,Q � OWNER PERMIT O. 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'—IC1 , SMJ I-#-- \ ir-G'r._ - // U \J., 1 l - r i� a C ,► i' ME�e- JScc- Flo - Y N r"c___ 4 - Inspector Date`s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 7 A ro ine inspection indicates that the following violations of County Ordinance exi at the above address and should be corrected. Please notify this office w en correction of work is completed. If you have any question pertaining to this aster, or nied additional. explanation, please contact this of%ce immediately. Inspector_ __ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE / 4 OWNER !~f' PERMIT N0. 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 ` / e r 1. Inspector /""l �'r Date / �' COUNTY OF BUTTE i 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 CORRECTION NOTICE 27Z, UWNER HERMIT NO! 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. A v — /�- ii i�nri !i ! �-.T/�r n- •,may / /.�• n I - -. 11 i— _ If � f � a Z:0L , Of� Date r r L „ 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 i� CORRECTION NOTICE J - yo D 7c! 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. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector_ •t`3� �� Date -� — 6 PC NV a Temp. Power Pole Called PG&E le Temp. Elec. Service l� Called P( 1jy Temp. Gas Se 1 [ Called PC t JOB FINALEI a t Signature i X17 s�;• iG,. ' PERMIT NO. 2762-84B,P,E,M ra PERMIT EXPIRES / C% —/ -s— s=OWNER OWNERTED DRESS ►i CONTR.. OWNER ASSESSOR PARCEL 21-03-09 F s� LOCATION End pri rd, app 1 mi N of N. Butte Rd, app 3/5 mi W of Pennington, Live Oak r� &T C.D, Irl. 67 1 r: V &&�je Lj -no 3 7 7 Temp. Power Pole Called PG&E le Temp. Elec. Service l� Called P( 1jy Temp. Gas Se 1 [ Called PC t JOB FINALEI a t Signature i X17 J = OK 0 = Not OK - = Not Applicable * = Not Ready I MOBILEHOMES _5 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/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.=Shthg.=Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures ; 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except q'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-1 Date Card -BI Date Card -BI Date Card -B1 Date J` = bK 0 = Not OK — = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDE LOOK PI s OK except #'s Date FRAMING (Continued) oning require m nts-Setbacks-Easements frProperty Line Firewall & Openings t Main; steel-Elec. Grnd.- / /'= 4$,. -Ext. Doors -One 3' -Check Garage -3rd story, 2 exits So -Rs -Steel- / /" Ftg. Depth Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4A./Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth S,�,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers in; Steel-Blockouts-Wrapped-Slab 5 iding-Nailing-Veneer age; Steel-Blockouts-Wrapped-Slab 53. fStucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. -Fireplace Ftg.-Steel WGiazing Area -Glass Protection -Skylights -Plastic 8 O.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 56/Shear Walls; Nailing -Bolts Gas Pipe; Size -Anchors Water Pipe; Test-Anchors-Regulator-Seryice Test Ti -. Electric; Underground . Ims & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI „� Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date and -BI Date Date FINAL (Plans) OK except q's Card -BI Date 1.Card-BI Date Date P UMBQZ�@(Permia OK except q's 56 xt. Steps -Door & Sidelight Protection -Landings 7. moke Detector . Furnace; Vents -Clearance -Comb. Air -Connector- LnGarage; Above Floor-Ducts-Mech. Protection 4- Water Ht.; Ven Access -Combustion Air _ t S92ater Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access ,& F.I. & Bath Fixtures & Tub Access 1N Test Tub & Shower, 2nd Floor -Tub Access . Elec. Trim & Subpanel; Breaker Sizes -Labels / 4145 Was Pipe; Size & Anchors ails JX Fireplace or Stove; Clearances -Hearth e utlets at Wood Panel n &. Card -BI Date Card -BI Date Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI ate - Z- 'is f Card -BI DateS Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Pe OK except q's­51_&C—Duct -BZ�9aTage-Fire Door; Swing -Landing -Closer in Garage -Damper 90!Fixture &Transformer Clearance=Ins. Protection r. Htr.; Vents -Clearance -Comb. Air-Connectc(-P.R.V.- In Garage; Above Floor-Mech. Protection 23--Elec. Receptacles Spacing -Lights & Switches at Doors 7 1b., Elec. & Mech. Equip. Listed for Location Size Boxes & No. of Conductors -Stapled Me JEclec. Receptacles in Garage; (G.F.I.)-Romex Protec. 21--R-omex Installed Close to Edge of Studs & C.J. Insulation) Foam -Looked in Attic ❑Yes fia�quip. Ground made up w/Mech. Fasteners -Bond Gas & Water and Rails &Deck Construction ost ap 25. 2 Appliance Circuits in Kitchen &Conductor Size Fdn. Vents & Crawl Hole oor-D age & Wood -Earth Clearance L ed under Floor Wes 26. Subfeed Wire Size t= ga. Cu or AI-A.C. Wire Siz / a. or AI 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. CTuor At, Insulated Neutral ❑Yes El No Z.IeFollowing instld.: Drive es ❑ No; Walks ❑ Yes o; Planters E) Yes 28. Service -Riser Conductors & Ground -Main Disconnect rown-Finish 29. 30. Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 8 Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opn s. er Well; Disconnect, Electrical, Plumbing 8 E terior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 8 V ntilation throughout House Card B -I Date Card -BI Date 8 Glass Protection Date MECH ICAL (Permit) OK except q'sG 83. Co rections from Previous Inspections Meters Tagged; G I 11� Ducts; Insulation & Support Water & ewer Connected -C/O to Grade -HD Approval 3 Vent Fan; Exhaust above Insulation 86 Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date i r{ Card -BI Date Card -BI Date i Card -BI Date Card -BI Date -1 Card -BI Date Card -BI Date Card -BI Date Card -BI Date 0 Card -BI Date Date FRAMING PIW.I OK except p's Comments at Final: 3 Sills; Proper Material & Anchors 3 Is; Studs -Nailing, Spacing & Bracing -Plates -Sound 3 Bearing Walls over Girders & Floor Nailing 3 ,Draft Stop in Walls (rat proof) Ar e Stops; Furred Ceilings -Stairs -Chases -Tub 4 4 Bader & Beam -Size & Bearing angers -Post Caps -Anchors -Connectors 4V 44. Cing. Joist-Rftr, Ties-Puvl'n - Roof Brac.-Truss-Sh_thng.-Rfng._ F' place Ties or ue-Fireplace Throat 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 4 rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47 Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT/V PERMIT NO. ASSEJ R PARC ZO —G �,� BUILDING PERMIT Ow R r' s T LE PHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MA NG ADDRESS " tI O d CO ACTOR'S NAME TELEPHONEY A, CONTRACTOR'S MAILING DDRESS b•z.o .µ 1✓�jy(i Fireplace '� b CONS RUCTION LENDER AlpUNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee - $ t06 AR TELT OR ENGINE LICENSE NO. to � Plan Checking Fee $ Penalty $ ARCHITE OR ENGIN E 'S MAILING RESS 1_ U 0Permit fee $ BUILDINGJAA ARDRESS PLUMBING PERMIT Filing Fee 10.00 TEach Trap qJ 2.00 Miar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 - o --o Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 , Mobile Home JSJGJWJ10.00 e TYPE OF WORK New Addition❑ Remodel[] Utilities[]Installation❑ Other ❑ Describe work: `i //l� Permit Fee $ Contractor 3 F- c ELECTRICAL PERMIT Filing Fee 10.00 100 Main service OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWEDN,LLIN & OR DCON5TR( A S. , 2/zQsgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ] I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW UL'TBI O TLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR POWER APPARATUS .&) NON-RESID. SINGLE OUTLET CIR. Ex. / 20@50c Occu p\ouTLETs OR FIXTURES SAL®SO FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee Contractor` 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. MECHANICAL PERMIT Ffl Ng Fee 10.00 Heating p v tM Cooling 6e Hood 3.00 .010 Ventilation ` permit Fee $ Contractor r! 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, an expenses which may in any way accrue against said County in con pence f granting of this permit. X Date '3©V Signature of Applicant - owner g pp ❑ Contractor ❑ Agent ® � An OSHA permit is required for excavations over 5'0" deep and demolitiontpCCiruct- ion of structures over 3 stories in height. �1 Mobile Home Installation Fee $ V, yvern- TOTAL PER T EE $ OCnCUP. GROUP �L 3 TYPE OF CONST. PARC PD 1 I This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC R OF PUBLIC By PE EXPIRES Date th appl' resolutlorts o fees have been aid. p WORKS Date �-/J%>1'- � Q't / �.— % Receipt No. b,7 2 1 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPLICA COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSES PARCEL NUMBER ZONING BUILDING PERMI OWU5R JQA C'SS TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAI G �� o DURESS a1 u ba C, COTRACTOR'S NAME TELEPHONE CON RA OR'S LINGA D ESS to� q (� (�/ Fireplace p CONSTRUCTION LENDER U KNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEERS MAILING ADDRESS Permit fee $ BUILDING ADDRE JiI_ I-CI`t PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 �,/ USE OF STRUCTURE SF L_I Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 1 110.00 e TYPE OF WORK New Addition❑ Remodel Utilit' ❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.& OR ADONS. ACC. BLDGS. 1 2/20sgff CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the effe and Professions Code and my license is in full force andd effect.t. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea NEW -CONSTR (POWER APPARATUS&I NON RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES IBAL@300 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.I EA.) 2.00 Temporary service 10.00 ,Q Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 2 nm Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id County ie ce of the granting of this permit. X Date 1Z—Z� _ / Signature of Applicant —wner ❑ 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 $ TOTAL PERMIT FEE $ OccuP. GROUP I TYPE OF CONST. PARCEL PD I NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees CT OF PUBLIC BY PERMIT EXPIRES Dat the applicable resolutions to do to do have been paid. WORKS Date �� Receipt No. &D� WHITE-D.P.W., YELLOW -ASSESSOR PINK -INSPECTOR, GOLDENROD -APPLICANT OWNER A. GENERAL 1. Zoning requirements Valuation. Signature by R.C.E. RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) ` Bldg. Permit # Q976:2 A.P. # r>7770.7 — G 9 (sideyards and parking). or Architect (if required). B. PLOT PLAN 1. Complete parcel size and dimensions. 2. Setback.5, sideyards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. J,2- x zy Woe ic.. Ne Te . b `{ 1rE�i♦ jiGefi•, C. FLOOR PLAN tel! Complete to scale plan with dimensions. ,2! Required windows for light and ventilation (Sec.41 115 �i Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per,State law). S! Human impact glass (Sec. 5406). ..0 Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). ,8. Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater heating & �coolin�gequ�ipmen�t,other electrical or gas equipment,:and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). q�sUs� 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. l'h2aU .1-3. Smoke detectors (Sec. 1413). — D. STRUCTURAL DETAILS _,1! Foundation plan complete enough to construct building. 2— Floor construction details complete enough to construct building. �3-.' Elevations and wall construction details complete enough to construct building. 1+1 Roof construction details complete enough to construct building. Fireplace construction details and talcs if over one-story in height. �! Sufficient data and details to satisfy energy insulation requirements (State law). E: MISCELLANEOUS -ITEMS TO LOOK OUT FOR Ali' CCX plywood on exposed locations and overhangs. x Stairway details (Sec. 3305). Guardrail details (Sec. 1716). ,-Y< Brick or stone veneer (Chapter 30). < Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). --7-.--Rafter ties or bearing ridge beam. r++43 Ca ge-4ao or porch'header sizes. Adequate bracing. A@< Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. a J�P. Two (2) exits on three-story dwellings (Sec. 3302). i v .1 - OFFICCCOPY�fl Address'l✓.(cttr�mescc .GAS? "�>>r��Y 'Meter.BY,+._w. ; 4DatSJJ.Z i(/•.« M terCBYR!Z-D- sfi�:� --c ' 'f.�t � a p 'Ced W. Dress P. O. BOX 387 - YUBA CITY, CALIFORNIA 95992 - (916) 673-2053 August 30, 1984 County of Butte Otoville California LETTER OF AUTHORIZATION; A v This is to notify you that GLEN STENTZEL has authorization to sign any and all applications for permits needed by myself. i TED DRESS President PETER F. LANE Vice President LLOYD T. DYER Secretary -Treasurer WILLIAM C. KUZELL Directors COURTNEY J.CATRON LLOYD T. DYER WILLIAM C. KUZELL PETER F. LANE ROBERT H. O'HAIR ART M. SMITH WILLIAM G. WHITE .ld � DoseC,14by INC. 14561-C North Butte Road, Live Oak, CA 94953 (916) 846-3577 Business and Malting Address: 450 SUTTER STREET, SUITE 1003 SAN FRANCISCO, CA 94108 (415) 433-4940 Ms. Judy Clough, Acctg. September 26.,'1984 Ted Dress P 0 Box 387 Yuba City, Ca. 95992 Dear Ted: This letter will confirm the Board of Directors approval of your request -to build a new cabin on the proposed site 50' south of Hugh Chatham Sr.'s present cabin. , Very truly yours, Peter F. Lane President cc: Dr. William Kuzell ZONE 11 OWNER 7 /1�'��s POINTS PERMIT N0. :z -S? ASSIGNED ACTUAL 1. SLAB - INSULATION 2. RAISED FLOOR - R-19 3. CEILING - R-30 • 4. WALL - R-19 5. NORTH GLAZING - 2.4-3.6% +4_ 6. EAST GLAZING - 2.5-3.6% �.3• Si 7. SOUTH GLAZING - 1.6-3.6% S� i 8. WEST GLAZI:7G - 2.9-3.6% 9. SKYLIGHT - 0-1.3% 10. SHADING (Exclude Overhang) EAST - G•3 .66 O SOUTH - ?. -10-.19-.42 WEST - <( 7.13-.36 SKYLIGHT - .37-.57 11. HORIZONTAL SOUTH OVERHANG 2' Q 12. MOVABLE INSULATION - NONE (� O 13. INFILTRATION (Standard=0)(Tight=+12) 14. THERMAL MASS SF i 15. GAS FURNACE (SE) 71-76% 16. HEAT PUMP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% WOOD STOVE WATER HEATER ATTIC ZQp OTHER _ � TOTAL POINTS = _ Q.ItiM�& t%1 ro -� 1ti cable 3-1. Slab Floor Points I rncqla- I R -Value of Insulstion I I tion I I I Depth, _r I inches 1 0-2 1 3-4 1 5-6 1 7+ 1 1 0- 11 1 -5 1 -5 1 -5 1 -S 1 12 - 15 1 -S 1 -3 1 -2 1 -1 1 16 - 19 I -5 j -2 I -1 1 0 I 20 + I -5 I -1 1 0 1 +1 7/7/83 Table 3-3a. Ceiling Insulation Table 3-7. Points I R -Value of Insulation I Points I I Total I I I I 2 of I Floor I 19 Area 22 I -2 I 3e�� I }'0 I l up to 1.5 49 i +4 I I 1'7:'7"iz ( 5.3- 6.5 I 6.6- 7.7 I 7.8- 8.9 I 9.0-10.0 Table 3-4a. Wall Insulation Points 110.1-11.5 111.6-13.0 I R -Value of Insulation I Points I i 13.1-14.5 I I 1 14.6-16.0 uth-FacingGlazing Pte Glazing Type I I Sngl, V Dbl, Trpl. (U - 1 (U - I (U - I 1.10) 1 0.65) 1 0.41)1 Table 3-10. Shading Coefficient Points r- I I SC by I . I Orten- I : Floor Area I tatlon I tints Ipoints loointsl I East +2 I +2 -4 I '--T- -6 I -4 -9 I -6 -11 i -8 -13 I -10 -17 I -13 -21 I =16 -25 I -19 -28 I -22' +3 I -12 1 I -8 I 5- 7 I -6 -2 I I -4• -3 I I 0 -.19 -5 I I .20-.36 -7 .37-.'66 -9 I I .67-.82 -11 I I .83 up -14 I I 1 -16 I I 3.2 1 10-3.1 I to 16.4 up I 6.3 I 0 1 +1 1 +2 I ol 0 1 0 I 0 I -1 1 -2 -1.9 1 1 South 1 0 1 3.2 1 6.4 1 8.0 1 9.1 Table 3-6. East -Facing Glezi I I Glazing Type -'--I Total I 1 R of I Sngl. Dbl, .spa, Table 3-2. Raised Floor Points I Floor I (U - I (U- r I Area 11.10) 1 0.65).1 0.41)' I R -Value of I I I Insulation I Poitts I i I I I below 3 I -12 i 3-4 I -8 I 5- 7 I -6 I 8 - 12 I -4• I 13 - 18 ( r2 1 51 Table 3-8. West-Facin Claxln Pts 10 ,30 -2'1 -4 1-8 1 1 I 1 +3 1 I 1 Glazing Type I I I I Total I • I % of I Sngl, I Dbl, Trpl, Table 3-5. r- North -Facing Glazing Pts _��-,- I Floor I Area 1 1. -, I 1.10) 10. - 0. 1 65) 1 (U - i 0.41) I I Glazing Type I I [points I oints I tints I Total 1 1 +6 +6 +6 I 2 of Sngl, Dbl, Trpl, 1 up to 1.3 1 1.4- 2.2 1 +S 1 +3 1 +6 1 +2 1 + 1 +55 I I Floor I U- 1 U- I U- 1 1 2.3- 2. I 0 1 +2 1 +3 I 1 Azea 1 0.66 10.42- 1 0.41 1 1 2.9- 3.66 1 -3 I 0 1 +1 1 11.10 10.65 I down 1 I 3.7- 4.2 I -5 I -2 i 0 1 O I 0.1--T-2 ♦ 4 i ! + q +4 I 4.3- 5.0 I -8 I Z6 1 -2 I 1.3- 2.3 +4 I +1 1 +2 I +2 i 1 5.1- I -10 1 -6 I -4 1 2.4- 3. 6 6 - 1 2 I 0 1 +1 1 1 5.7- 6.2 1 -13 1 -8 I -6 I 3.7- 4. i -2 I _2 I -1 I 1 6.3- 6.9 1 -15 1 -10 I -7 I I 4.9- 6.1 1 -7 I -4 I -3 I 1 7.0- 7.6 1 -18 1 -12 I -9 I 1 6.2- 7.3 I -9 I - 6 I -S 1 1 7.7- 8.2 1- 0 1 -14 1 -11 1 1 7.4- 8.2 I -12 I -6 1 _7 I 1 8.3- 8.8 1 -22 1 -16 1 -13 I 1 8.3- 9.7 I -14 I -10 I -8 1 1 8 9.5 1 -25 1 -18 1 -15 I 9.8-10.8 I -17 I -12 1 -10 1 0:9- I 6 1 -2 -20 1 -16 I 110.9-12.0 I -19 I -14 I -12 1 . 110.2-1111.0 I -299 1 I -23 I -17 I 112.1-13.2 I -22 i -16 I -13 I 111.1-11.8 1 -35 1 -26 1 -21 I 113.3-14.5 1 -22 I -16 1 -1S 1 111.9-12.7 1 -33 1 -29 1 -24' i 1 14.6-15.3 1 -2; I -20 I -17 I 112.-13.5 1 -42 1 -32 1 -27 I I I I 1 13.66-14.3 I -46 I -35 I -29 I -- I I ( 14.4-15.2 I 1 -50 I 1 -38 1 1 I -32 I I Table 3-9. Skylloht Points Table 3-6. East -Facing Glezi I I Glazing Type -'--I Total I 1 R of I Sngl. Dbl, .spa, Table 3-2. Raised Floor Points I Floor I (U - I (U- r I Area 11.10) 1 0.65).1 0.41)' I R -Value of I I I Insulation I Poitts I i I I I below 3 I -12 i 3-4 I -8 I 5- 7 I -6 I 8 - 12 I -4• I 13 - 18 ( r2 I •19+ 1 0 I Ilpoints I oints l olntsl I 0 1 +7 +4 •47 i up to 1.3 1 +3 1 4.4 I +4 1 I 1.4- 2.4 1 +1 1 +2 1 +2 1 I 2.5- 3.6 1 -2 1 0 1 0 1 I 3.7- 4.6 1 -5 1 -2 1 -1 1 ( 4.7- 5.6 1 -8 1 -4 I -3 1 1 7- 10 I -6 -s I ( .8- 7.7 F -13 I -8 I -7 1 I 1.8- 8.7 1 -15 I -10 I -8 1 I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 I 9.8-11.2 1 -21 I .-15 1 -13 1 1 11.3-12.7 I -25 1 -18 1 -15 1 ( 12.8-14.0 1 -28 I -21 I -18 1 14.1-15.3 1 -32 1 -24 I -20 1 i Total I of Floor Area up to 1.3 1.4- 2.2 2.3- 2.8 2.9- 3.6 3.7- 4.2 4.3- 5.0 5.1- 5.6 5.7- 6.2 6.3- 6.9 7.0- 7.6 7.7- 8.2 8.3- 8.8 8.9- 9.5 9.6-10.1 Glazing Type Sngl.Dbl, IU- IU - I 10.66- 1 0.42- 1 11.10 1 0.65 1 I -1 1 0 1 I -3 I -2 1 -8 I 1 -14 I -10 1 -16 I -12 I 1 -19 1 -14 I 1 -21 1 -16 I ( -24 I -13 I I -26 ( -20 I I -28 I -22 I I -31 I -24 I -33 -26 0 -1 -3 -5 -6 -8 -10 -12 -13 -15 -17 -19 -21 -22 I I I to I to 1 -to I to I up I I 13.1 1 6.3 1 7.9 1 9.5 I I 0 is l o l +1 I +2 I +T z j- +: I .19-.42 1 0 1 0 1 0 1 0 1 C I43 -'A 1 0 1 -1 1 -2 1 -2 I -: ISP 10 I 1 -4 1 -4 1 -6 West 1 .1 1 1.6 1 3.2 1 6.4 1 S.c 1 to I to I to I to I up 11.5 13.1 16.3 i 7.9 I 0-.12 1 0 1 +1 1 +3 1 +6 1 +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 1 -3 1 76 1 -7 .58-.82 1 -1 1 -3 1 -6 1 -12 1 -15 .83 up 1 -2'1 -4 1-8 I -16 I -.70 Skylight I .1 1 .8 1 1.6 1 3.2 1 4.0 I to I to I to I to I to I.7 1_5 I 3.1 13.9 I 5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 37-.57 1 0 1 -1 I -3 I -5 I .58-.82 1 -1 1 -3 1 -6 1 -12 1 -. .83 up 1 -2 1 -4 1 -8 1 -16 1 -20 I _L I I I Table 3-11. Horizontal South Overhang Points South Glaring Length Out I Area, 2 of Floor I from Wall ( _ I I ft T 0-6.3 i 6.4 up 1 0 - 0.5 -2 -4 10.6 - 1.0 I -2 1 -3 1.1 - 1.9 I -1 I -2 I I 2.0 up 1 0 I 0 I Table 3-12. Movable Insulation I Points Moveable Insulation] I Area, I of Floor I Points I I --j__T I 0- S.S I 0 I I 5.6 - 11.5 I +2 i I 11.6 - 17.5 1 +4' I I 17.6 - 23.3 I +6 I >23.6+ I +8 I r. Table 3-13. I-%f!Itzatioo Control Feetures Points T-- -- Control Features ( Points I T- I i I Standard 1 0 I I ( 11.9 air changes per hr ( 1 Tight i +12 10.6 air changes per hr (' I 1 I i Table 3-15. Gas Fur -ince Withouc _ Refrigeration Cooling Points I -Seasonal Efficiency I Points I I (SE), 1- I I I 71 - 76 I 0 I I 77 - 82 I +2 I I 83 - 88 1 +4 I I 89 - 94 I +6 I t 95 up 1 +8 1 I I I 3-16. Peat Pumo Points Energy Efficleney I Points Ratio (EER) t 7.5 - 7.9 I +3 I S.0 - 8.3 I +6 1 8.4 - 8.7 I +9 1 8.8 - 9.1 I +12 1 9.2 - 9.6 I +15 1 9.7 - 10.2 1 +18 I 1013 - 10.8 1 +21 I 10.9 - 11.5 I +24 I 11.6 - 12.3 I +27 I 12.4 - 13.2 I +30 1 I I Table 3-17. Gas Furnace With Refriveration Cooling Points Refrtgeracionl Gas Furnace, I I Cooling I SE I t I171 -177-i 83 - s9- 9s I 1 761 821 881 941 uo I 1 8.0 - 8.3 1 01 +21 41.1 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 I 8.s - 9.2 1 +41 +61 4-81+101+12 1 1 9.3 - 9.7 1 +61 +81+101`121+14 1 I 9.8 - 10.3 1 +31+101+121+1'41+16 1 110.4 - 10.9 I+lGi+L21'+Is1+161+18 I 1 11.0 - 11.5 1+121+i:1+1614'181420 1 1 1 1 1 1 1 7/7/83 ZONE 11 CABLE 3-11 (ADAPTED) 1NTER10R THERMAL MASS POINTS MASS DWELLING AREA SQUARE FOOT AREA 1.000 1,500 2,000 2,500 f I 3,000 3,SOO ! 1,000 ' 4,560 5_,000 I SQ. FT. I A B C D A 8 C D A 6 C DA 8 C D A 8 C 0 A 8 C D A 8 C 0 A 6 L 0 i. B C „ 50 2 2 2 2 2 2 2 0 1 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 00 0. O G 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2l, 2 0 2 2 0 0 2 2 0 0 2 2 0 0! 0 0 0 0 1 150 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 T 2 2 -2 2 2 2 2 2 2 0 2 ? 2 O I 2 2 2 0 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 it 2 2 2 0 1 259 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 '� 2 2 2` 2i• 2 2 2 2 2 2 2 2 2 2 1 2 ! 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 .. 2 4 4 2 2 2 2 2 T 2 2 2 1• 2. 2 2 2 350 14 14 12 6 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7( 2 2 1 2 400 14 14 12 8 10 10 8 6 6 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2I 4 4 2 2I 3 4 1 2 Sol 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 4 4 4 2 4 a 4 ; j 609 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 6 6' 4 6 6 6 4 1 6 6 a 2 1. 6 6 4 2 199 24 24 20 14 18 16 14 10 14 14 12 0 10 10 10 6 10 10 8 6 8 6ti 4 8 6. 6 4 1 6 6 6 4I 6 6 6 2 130 26 14 22 16 20 16 16 10 14 14 12 8 12 10 10 6 10 10 B 6 10 8 8 4 ? 6 6 4 I 8 6 6 4I 6 6 F. ' 500 28 28 74 16 12 20 18 12 16 16 14 10` 14 14 12 8 12 12 10 6 10 103 6 I 0 8 '8 4 8 8 6 41 B 8 6 C j 1.000 30 70 26 18 22 20 20 14 18 18 16 10 14 14 12 8 12 12 10 6 12 10 10 6 10 10 8 6 I 8 8 0 41 0 8 6 4 i• ).;Do .72 32 28 2O 24 24 22 i4 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 10 10 6 11:1 10 8 b1 Ii e f 1 , 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 (14 14 12 8 14 12 12 8 12 12 10 E l 10 10 8 6i In In 8 6 i i 111 1,300 Ja 14 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 16 14 14� 9 14 12 12 8 12 12 10 6 12 l0 10 61 10 ;0 F. u t 1,.00 34 34 32 24 28 28 26 18 24 24 20 16 20 20 18 12 iS 16 14 10 14 14 12 8 14 14 12 8 ! 12 12 ;G 6. ;0 19 10 ` ! 1.i0o 1 36 34 34 24 30 30 26 18 24 24 22 14 122 20 18 12 18 18 16 10 16 16 14 8 14 14 12 r 1? 12 10 t.I :: 12 1; 6 2,000 34 34 32 22 30 30 2618 26 26 22 16 22 22 20 14 120 20' 18 12 18 18 16 10 iib 16 is G1 14 la 12 S 1 2,500 34 34 30 22 130 30 26 18 26 26 24.-16 24 24 22• 14 22 22 i8 :Z 10 20 18 1;19 IS Ib :0 J,coa 34 32 30 22 30 30 26 18 28 26 24 16 124 24 12 14 122 21 20 id :: :J I_ It 3,500 32 32 30 20 70 30',: 26 1d �18 2B 14 )d 26 14 i? it± '4 :4 ZO 14 ` 4.990 32 32 30 20 130 30 16 18 i <'9 28 24 lE lb Li 2: 1f 4.500 32 32 28 20 l 30 3.3 26 ;E' j iii 2' ;E 32 t?1J 20 .+ 1 V•_ -b 1:.. i ' ,u A) 1. 3%" Concrete Slab: HC•8.93; R•.29; Factor -7.3 _ 2. 3 3/4" Thick Common Brick: IIC=7.125; R•.13; Factor -7.3 % 8) 1. S4• Concrete Slab: HC -14 .411; Factor•7.1 • wood StOV2 e) 1. 8• Solid Filled Olock: HL•20.63; R-1.93; Factor•6.1 4133 poinfs(no back up) 2. 8` Soltd Filled Bloc: With Both Sides Exposed To Conditioned Air. Casablanca fan + 1 point NOTE: Use all square footage directly exposed to conditioned air for Thermal'.Mass Area: NC•10.164; R-.963; Factor -6.1 O1 1' Thick Concrete/Tile: HC.2.SS; R•.083; Fact.7 Table 3-19. Zonally Controlled Electric Reslstunce Space Heating Points ' I Points Eoe this censure Table 3-2n. Solar dater HeatingWith Gas BackupPoints , I be completed after the CCC I I has approved an Alternative 1 I Component Package for Resistance 1 I Heat. 1 Table 3-13. Active Solar Space Heating with Gas Points I :let Solar Fraction I Points I I (NSF), % I I I I I I o-6 I 0 I I 7 - 14 I +2 I I 15 - 23 i +4 i ( 24 - 30 I +6 t 1 31 - 39 I +8 I I 40 - 47 I : +10 I 1 48 - 55 I 4-12 I I 56 - 63 I +14 I 1 64 - 71 I +18 I 72 up I +20 I I Y.ultifamil (per unitpoints) Table 3-21. Other Vater Heating Pta. si System Type ( Points 1 t I ( Gas Only I I 0 1 I Beat Pump I Floor area Solar with Electric 1 I I 1 Net Solar Fraction (NSF), Z I I per unit, I I 1 menti is Part 2 I 1 0 i I Eleecrtc Resistance I i I I I Only -:0 1 ft2. 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +I +3 +4 +6 +7 +8 +J+11)2 1100• and a 0' *1 +2 +G +5 +6 +7 +9 All others (per bu_il¢inf, points) _ 800-899 900-999 0 0 +5 +4 +10 +9 +14+14 +13 +1�4 +17 +21 +29 +34 +26 +3:. 1,00o-1',199 0 +4 •I.7 +11 +15 1.19 +22 +26 1,20fr-1.499 0 +3 +6 +9 +l2 +15 +18 +21 1 1,500-1,999 0 +2 +5 +1 +9 +12 +14 +lc 2,000-_1.9;9 +2 +3 +5 47 +8- +i0 +it 3, 000 n:.d uo -0 0 +1 1.3 +: +5 +4 *3 +10 1 Table 3-21. Other Vater Heating Pta. T- System Type ( Points 1 t I ( Gas Only I I 0 1 I Beat Pump I I I t 0 I Solar with Electric 1 I I 1 I Revlatance Bn:kup I I Heeciny the Require- I I 1 menti is Part 2 I 1 0 i I Eleecrtc Resistance I i I I I Only -:0 1 '- FORM � RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner �� JO.>4 g rd C S Climate Zone Permit No. Z�L�.• �/ Floor Area LpZ� •G6&60V.J Compliance path: Package ❑ A ❑ B ❑ C 1Point System ❑ Budget 00ther MIN R-VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION• Roof/Ceiling Wall 9 ❑ Slab Floor Perimeter ® Raised Floor - / f (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. 4 (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. 41 (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing 7,F144or Area Single Double Triple ❑ Total Bldg /y A01..5" ❑ _ North�-- p East. ❑ South ❑ West 4. ❑ Skylights (B) Shading Shading Coefficient Description ❑ East ❑ South ❑ West ❑ Skylights ® (C) South Overhang Length of projection _eft. Description ❑ (D) Moveable insulation: Area ftz Description (E) Thermal mass A07- e"OrCas ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location 7/83 FORM I ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A)' -Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) ® Heat Pump. 7• �" %�' (brand and model number) Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner. (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump [• 3 0 EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. ❑ (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ® (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 *1 FORK 1 (6) DOMESTIC WATER SYSTEM ' (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/ElectricBackup (brand and model number) Gallons 2 (tank size) ❑ * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector.orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall_be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Winter design temperature °, elevation 4d 0&a* ', heating load BTU elevation factor eoO x heating.load = maximum outlet capacity gas furnace %9Z2a BTU Heating: Cooling: Summer design temperature 101/ °, cooling load AW -4 TU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE.INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7./83 —SI GNATU OF BUILDIN SIGNER OR APPLICANT 3 *'OL'3�E-RT O'HAIR End pri dirt rd, app I mi N of N Butte I Rd, app 3/5 mi Pennington Rd Lf Oak Area (Wild Goose Club) p _jermit#1105-83BIP2E M(new singe family} 6924 Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. 0rng. / S. 1. Sub. & Pcl. Maps Permits a . PERMIT NO. _ 1105-83B,P,E,M � PERMIT EXPIRES /9/07 - OWNER ROBERT 0`HAIR- CONTR. Owner r - S i ASSESSOR PARCEL 21-03'9 i� LOCATION End pri dirt rd, 1 mi N of No Butte £; Rd,,app 3/5 mi W Pennington Rd, (Wild Goose I, is Coub) Live Oak Area +t t1 3j t, Temp. Power Pole --— I } OFFICE COPY d Called Address Called I Temp. Elec, Called GAV _ Meter By ; t ELECTRIC a/ _ Temp. Gas ; Meter By Date Cal led F • 4 -.` JOB FINALED (Date) i 4 Signature Id" t a t i } Owh�r F I 4 lorl"YMPAW. c L a1t0 ��.Z. o t ea BQA�F FLOODo -/I 1 4 " � h � � 7d ZDo w�ohT Fttt�o- Pim' _ W �11TEtzAet�lk 1►t ' � � , cALQ14LF41 t 3" 0 1 Q � tfJ(� oa ��s�of�f� '�Q,pf:� �� La r ��� w�Tq t-0 �l%o 'Tl& (-NTrs omr 'cANT1�E�IGR F cc DO • J = OK 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2, Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails - 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Locatiort-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 N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining _ 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector s 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/O 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 i Card -BI Date Card -BI Date 1 J=� e"31C� r •� � .. � 0 = Not OK - = Not Applicable RESIDENTIAL' (Single and Duplex) * = No( Ready Date UNDE OOR (Plans) OK except N's Dale FRAMI Continued Zoning requirements -Setbacks -Easements 4WoeProgprty Line Firewall & Openings tg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 4%_J216. Doors -One 3' -Check Garage -3rd story, 2 exits 3. g., arage; - I- / /" Ftg. Depth 4. Ft P Soils -Steel- / /" Ftg. Depth 50. Stars; Width -Headroom -Rise -Run -Landing -Fire Protection 5 I wood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 5 iding-Nailing-Veneer 6. Stemwalls, Garage; Steel -B lockouts -Wrapped -Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access 7. Piers -Fireplace Ftg.-Steel Dazing Area -Glass Protection -Skylights -Plastic _ 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 5 Shear Walls; Nailing -Bolts 9. Gas Pipe; Size-Anchors`17_ 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date' Card -BI Date Card -BI ate Card -BI Date Card -BI Date Card -BI Date Card -BI (Zo DateCard-BI Date Date FINAL (Plans) OK except N's Card -BI Date r Card -BI Date Date PLU ING (Permit) OK except q's xt. Steps -Door & Sidelight Protection -Landings moke Detector _ Water H ccess-Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection j6__ ater ipe; Test & Anchors -Nail Protection 1 V.: Test-Fttng Anchors -Nail Protection 59/Bedroom Exiting _ hoover a, First Floor -Tub Access .F.I. & Bath Fixtures & Tub Access _ 18. Test Tu6 & Shower, 2nd Floor -Tub Access e&/Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors Stairs & Rails -- - -QtP Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card -BI t Card -BI Date Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI _ DatQ �S/� Card -BI Date ,qF67. 6�€lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer Date ELECT ICAl_ Permit OK except k's 68. A.C. Duct in Garage -Damper 2 fixture &Transformer Clearance -Ins. Protection 6%0oW1r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- Garage; Above Floor-Mech. Protection -In Parc. Receptacles Spacing -Lights & Switches at Doors 2 ize Boxes & No. of Conductors -Stapled 7 Plb., Elec. & Mech. Equip. Listed for Location 71.� Receptacles in Garage; .)-Romex Protec. 2 omex Installed Close to Edge of Studs & C.J. -- -- 2.. quip. Ground made up w/Mech. Fastener Bon Water 72. Insulation -Foam -Looked in Attic es InsulElecation-Foam-Looked Attic 7JW-Guard Rails & Deck Construction -Post Caps Appliance Circuits in Kitchen & Conduclo ize 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / Z / ga. Cu o 7g/Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 8'1es - 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al,75. r-, Insulated Neutral -Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect Following insSJd.: Drive g ' ei �'1'Tes � No; Walks es ❑ No; Planters Yes EJ_ No 441-fucco; Brown -Finish Clearances; Panels-Motors-Mech. Equip. 77. C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - - Clothes Closet Light -Shower Light - 7 . Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ------ Card B -I Card B -I --------------- ----- Date�_r gt rd BI Date Date a L'Card-BI Date 79.lWater Well; Disconnect, Electrical, Plumbing epootxterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House 8 Glass Protection DateMECHA CAL (Perrr,it) OK except q's - Corrections from Previous Inspections st-Meters Tagged; Gas -Electric - _---- _ 3 C. Ducts: Insulation & Support - '3L; -<e nt FanExhaust above Insulation - 33. Condensate Drain _& Overflow; Size & Grade ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 34. Furnace-Vent;_Access-Comb._Air-Return Air Vent -115V outlet --35.--Attic Access & Platform if Furnace in Attic Card -BI Card -BI - -- -=t.- -- _ Date ,/'6l Card -B t_ Date Date Card -BI Date Card -BI %'7r- Date 4yJ Card -BI Date, Card -BI Date Card BI Date Card -BI Date Card -BI Date Comments at Final: Date FRA G(Plans) OK except q's -- ----- _ SOS; Proper Material & Anchors _ -- Plates -Sound _3 � �W �; Studs -Nailing, Spacing & Bracing-_ 38/Bering Walls_over Girders & Floo_r Nailing_ 3 aft Stop in Walls (rat proof) _ 4Fi Stops; Furred Ceilings -Stairs -Chases -Tub _4 Header & Beam -Size & Bearin gers-Post Caps -Anchors Co or 4 Ing. Joist-Rftr.Tjgs--P�� Roof Brac.-Truss-Shthng.-Ring. 4 Fireplace Ties or Fireplace Throat -- tic Access: Size & Romex Protection -Draft Stop -Ins. Baffles _- Bdrm.-Windows or Exiting -Doors -Sill Hgt_& z r �pDimensions-- e� `P,oleclion Framing-__-----_--__- -__- - (NOTE: Anentrymust be made each time youvisit jobsite) VA 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 CORRECTION NOTICE 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. Al') - / / / "_IC� -- N VP i InspectoA _ _ _ ----Date ` 4---6 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 CORRECTION NOTICE T 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. Inspect o r�%/G,_►/-i/� �— Date ���/D� --s_ _ 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 / w CORRECTION NOTICE 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 Inspect Robert H. O'Hair 10482 Leslye Lane Palo Cedro, Ca. 96073 (916) 549-5556 (� June 5, 1983 F,4�( County of Butte Department of Public Works 7 County Center Drive Oroville, Ca. 95965 Attention: Steve Bowman Gentlemen: I am writing this letter as per your request explaining the use of the cabin I intend to build on the Wild Goose Club. W, Duck season usually opens October 20th and closes January 20th. This would be approximately three months of twelve weeks with three shooting days per week. A total of approximately thirty six (36) days per year. There would be not over six days use during the summer months. With regard to the elevation for 100 year flood, .I have contacted the California Division of Water Resources (.916) 324-2307. A Mr. Ed Gryner informed me they have no information at the Wild Goose Club on which to base any assumption. ... ... . I measured_ the high water mark on the club house with the help of Gary Kahoulis the keeper of the club. We related this high water elevation against the U.S. Geological Survey Marker. 54HJH which is at the elevation of 56 feet above sea level.. This marker is less than 200 feet from the club house, so we used a common surveyors level to measure the difference which was 8' 1/4.". The water level on March 5, 1983 was 64 feet 1/4. inch above sea level, and as far as'any knowledge of Mr. Kahoulis, the highest level at the Wild Goose Club since Shasta Dam and Oroville Dam were put into service. I plan to construct my cabin at approximately 67 -feet elevation above sea level and feel this is more than adaquate. Also, .I am comparing this elevation with existing cabins at the club.said to be over sixty years old. Yours truly, Robert H. O'Hair LIZ S rvYU v l FROM �� vJ ^ R Butte County T Robert H. O'Hair Department of Public Works U 14482 Leslye Lane 7 County Center Drive N Palo Cedro, Ca. 96073 Oroville, Ca. 95965 T 0 Attention: Mike.Vieira. i SUBJECT- DATE 7/8/83 MESSAGE This letter will confirm our phone conversation of this date, whereby you approved our proposal to change from 2"x6" studs to 2"x4" with Celotex insulation under the plywood sheeting, We will retain the R-19 insulation factor. �y f RETURN TO SIGNED r REPLY i t BUTTE COMITY BUIVNG DEPATMENI APPR 0V SIGNED i DATE SEND PARTS 1 AND 3 WITH CARBON INTACT - [RE DfFORM ® 4S 471 PART 3 WILL BE RETURNED WITH REPLY. POLY PAK (50 SETS) 4P 471 CZ/ m RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED -IN CONFORMANCE/WITH CURRENT ENERGY CONSE&VATION/7REGULATIONS (location) l Cj BUILDING PERMIT NO. /%DS 3 A:P. NO. 2%-e 3 r THE FOLLOWING HAVE BEEN INSTALLED AS PER.APPROVED PLANS: (Check each item or write N/A .if not applicable) INSULAT ION : GLAZ ING :z Slab Edge Single Glazed Fdn. Walls Special (Insulated) Floors_ CERT. & LABELED WDS. Walls 14 & SLIDING DRS. Ceiling/Roof 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. G eral Contractor ereName 1-../,6, y z) (please print) S .' gna-tu e o —� _ General Contrac r/Owner Date �Q State Contracto ws License No. 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. RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS•TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT Wf4pGoc,S(: bUc,K C.Luf3 - i3LA--.1e-ea e4i (location) ', G BU ILD ING PE RM IT NO., //U j - g 8 - P. L 1'j'l l A.P. N0 .. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED.PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge Glazed Fdn. Walls Special (Insulated) Floors CERT. & LABELED WDS. Walls 7V & SLIDING DRS. _ Ceiling/Roof WEATHERSTRIPPED DRS. Ducts. BACK DAMPERED FANS Circulating Pipes INTERMITTENT IGNITION DEVICES APPROVED HEATER CERT. APPLIANCES APPROVED WTR.HTR. ,:,I.DECI,ARE 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 rint) Signature of Insulation `Applicator State Contractors License No. aL General Contractor/Owner Name ( lease print) Signature of General Contractor/Owner Date State Contractors License No.02,� THIS CERT IF ICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL .BE POSTED IN A CONSPICUOUS LOCATION �' ` WITHIN .THE DWELLING. j/os �3 . I v. GHILARDI & ASSOCIATES' Consulting Engineers ® 2942 WILSON AVENUE REDDING, CALIFORNIA 96002 (916) 221-1368 JUNE 20, 1953 BUTTE COUNTY BUILDING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ATTEN: MR. J. GLANDER CHIEF INSPECTOR RE: O'HAIR CABIN GENTLEMENt THIS LETTER IS INTENDED TO FULLFI_LL YOUR REQUEST FOR ADDITIONAL INFORMATION ON THE ABOVE REFERENCED PROJECT.'-- TFL HIGHWATER LEVEL OF MARCH 5,1953, WAS ESTABLISHED FROM HIGHWATER NARKS OBSERVED ON THE LOYD PYRE CABIN. DIFFERENTIAL LEVELS WERE RUN FROM U.S.G.S. BENCHMARK 54HJH HAVING AN ELEVATION OF 56.295. THE HIGHWATER MARKS ARE STILL EVIDENT AT THE SITE. THE FOUNDATION MATERIAL FOR THE STRUCTURE IS TO BE A SEDIMENTARY BEDROCK AT A DEPTH OF AT LEAST 6.5 FEET BELOW THESURFACE. THE DIAMETER OF THE FOOTING WILL BE INCREASED TO 24 INCHES. THE BEARING CAPACITY OF THE BEDROCK AT THE REQUIRED MINUMUM DEPTH IS EXPECTED TO BE APPROXIMATELY 5000 P.S.F., NO VISUAL EXAMINATION OF THE SOILS HAS BEEN MADE BY THIS OFFICE, PREVIOUS CONSTRUCTION IN THE AREA, HAS SHOWN THE PRESENCE OF THE SEDIMENTARY BEDROCK WHICH THE STRUCTURE IS TO -BE FOUNDED ON. IF THERE ARE ANY'QUESTIONS OR IF YOU ARE IN NEED OF ADDITIONAL INFORMATION.PLEASE DO NOT HESITATE TO CALL. ie BUTTE COUNTY SINCERELY :QEF EE2l LARDI 25217 This set of plans and specifications MUST 6e kept on the job of aH Times and it is unlawful to m�.% any chonoes or alteratio.na on some without wri-11ten permission from the Department of Public .$/Yorks, County of Butte. BUILDING DEPARTMEN`r APPROVED . 4-2(-33 *AtA�., (LWO. VOL CNW: OTO C* CULOIA00 LRP_VrV- LiceibseD E I rs cc R. on.. vAk%)EYofL MAST MIAMTtpq o -MtS SfrM Von. j:o4SPE<rOSL NETL%I: q Top rail to UO in. high WK In- formed* late rat's fO be not oder 2 its. op-Qrt. ETA! I- A I­ EMER. PISOLIASRIAMIr, 340uAGA sjkTrfx LVEL WM UT I I&Y TNS Pr. D r To PoiApt#4 ec doWeRterra FOOTIO* Sy E -"X. 6.,! L E T be . MI to -bout u6lic V4 o11 NOT -E -z..— - An Materitols & Workinavivip SIhvA F Accordance wi-.Ln Recognized Good Pr=fices of ct quality prescriLed for the Specified use If Ut0wm RuiWing. Plumbing & Mechanical Codes tk,e Notionct Electrical Code. Robert H. O' 10482 Leslye urine ` Palo Cedro, Ca. 96073 (916) 549-5556 . June 5, 1983 County of Butte Department of Public Works 7 County Center Drive Oroville, Ca. 95965 Attention: -Steve Bowman -- Gentlemen: I am writing this letter as per your request explaining the use of the cabin I intend to.build on the Wild Goose Club. Duck season usually opens October 20th and closes January.20th. This would be approximately three months or twelve weeks with three shooting days per week. A. total of approximately thirty six (36) days per year. There would be not over six days use during the summer months. With regard to the elevation for 100 year flood, .I have contacted the California Division of Water Resources (916) 3.24-2307. A Mr. Ed Gryner informed me they have no information at the Wild Goose.Club on which to base any' assumption. I measured the high water mark on the club house with the help of Gary Kahoulis the keeper of the club. We related this high water.elevation against the U.S. Geological Survey Marker 54HJH which is at the elevation of 56 feet above sea level.. This marker is less than 200 feet from the club house, so we used a common surveyors level to measure the difference which was 8' 1/4.". The water level on March 5, .1983 was: 64 -feet 1/4.inch above sea level, and as far as any knowledge of Mr. Kahoulis, the highest level at the Wild Goose Club since Shasta Dam and Oroville Dam were put into service. I plan to construct my cabin'at approximately 67 feet elevation above sea level and feel this is more than adaquate. Also, .I am comparing this elevation.with existing cabins at the club said to be over sixty years old.. Yours truly, Robert H. O'Hair )I/VJ�3 /H kl­ - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965,- Ti elephone 916/534-4541 APPLICAM, N AAD PERMIT PERMIT NO. ASSESS R PAARRC�L NU ER ZON NG^LID BUILDING PERMIT OW ER �� © , r / � +5 7VT SQ. FT. OCC. BUILDING VALUA N OWNEK R'S t�lCI�I�LI N/G ADDRESS w y I ,', Aof �G O (,/�/ / 10 hod It /cod'. C 7f�e..F3,,.S�ME siew ` O/i T V Wboo CONTR��.AACTTO�R�R''S/MAILING ADD IVn Z L �/� • /�%w (��/J VT Fireplace �pgp�aJ CONSTRUCTION LENDER X UNKNOWN Total Valuation $ 2.0 Filing Fee $ 10.00 LENDER'S MAILING ADD SS Permit Fee $ U8, OCA AR H`T�•£„C,T QfZ� )NEE SSCC TES- (/r'L r17(/�rE /N/, LICENSE No. Plan Checking Fee $ O� r Penalty y $ AR ITAr INE R'S M/A�L'IL`ING ADDRE 5 �/� I I���n�`�'��-'/ ADZU.S, lCLL� W , Permit fee $ B I G ADDRESS �� p/n�1� �D /�P. � M� �� �t,'�// PLUMBING PERMIT Filing Fee 10.00 yj`�`�' Du Apto 3'S All. Al- vF Pte- hVIA 4-/%� Each Trap 2.00 ,QCt Solar Water Heater Water piping 20.00 5.00 , OZ) VVc- je:p. Lon -6, l vO.SC e�ua V V C4/ AmS4 !a LOT NO.SUBDI VISION NAME ]PARCEL MAP Each qas water heater or vent(„(p 5.00 t5,0o Gas piping system 1 -5 outlets 5.00 ,VQ �,/ USE OF STRUCTURE SF Lid Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 too Mobile Home ISI GJWJ 10.00e TYPE OF WORK New VAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ ,co Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service OR 100OO AMP ORSLESS 10.00 /f3,00 Main service EA. ADD'L too AMP 2.50 NEW CONST. / DWELLING O) OR A.D.S. 1 ACC. BLDGS: 2��z�Sgft , CONTRACTORS LICENSE LAW rider penalty of perjury (check one): I decrl am licensed under provisions of`Chapt. 9, Div. 3 of the Business and Professions (Code and my� n full force -and a fect. i s� A/O ,71 License No. Classification 'L GX/ i/ ❑ I, as the owner, or my employees @a their Wcompen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR / POWER APPARATUS &1 NON-RESID. \SINGLE OUTLET CIR. 1 Ex. Occu zoesoe P�o OR FIXTURES BALO 30C FIXED A FIXED APP LHS. OR EX. QCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 - Permit Fee $ Ai_ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. 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 e700 .00 #Gar ram Cooling °a 277 ,GfJ Hood 3.00 `�v Ventilation Permit Fee $ tOt7 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments costs, d expenses which may in any way accrue agai t said County in c seque o of the granting of this permit. �+ X Date , O Signature of Applicant — wner❑ 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 $ TOTAL PERMIT FEE $ oCCUP`GROUP 33 TY E O�ONST. �. PARCE PD D I/ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR O PUBLIC By PERM EX IRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date • �[ I-- 7— Receipt No. �� �3 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �Retixn' to DPW AGRICULTURAL STATEMENT OP ACKNbWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT 83-17097 Section 26-8.1 of the Butte County Code requires this acknowledgement !3L.1`TF CC'J"1v be, recce ordeed• prior to issuance of a building permit.'PARTY� o The property described herein is adjacent to land or included ���'( Z5 3u within an area zoned for agricultural purposes, and residents of R Vis. B �y this property may be subject to inconveniences or discomfort arising'-.�LERELEANOR K_RECO, Her OE• from the use of agricultural chemicals, including, but not limited to erbicides, FEE pesticides, and fertilizers; and from the pursuit. of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive.agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such , inconvenience or discomfort from normal, necessary farm operations. ; All that real property situate in the County of Butte, State of California, described as follows: ,.. • :� C,/ 0 /4 . r a , . i Date:-PA U�.y Z �� PROPERTY OWNERS: BEV-.. State of r ) On this the 12da of 19 y . 1919 SS. before me, the undersigned Notary Publi personally County of ) appeared•' �Qa�mmou�meu�Ko¢>tc�maa�¢¢��tnasre9.auFcx¢¢so' }` _ known to me to be the person(s) whose name(s) ±a HILDA E.BAUER subscribed to the within instrument and acknowledged ,_. NOTARY PUBLIC — CALIFORNIA 4 that C -Z -----P_ executed the same for the purposes PRINCIPAL OFFICE IN v therein contained. M SHASTA COUNTY IN WITNESS WI�REOF, I hereunto set my hand and official Jan Y Commission Evires . 24, 1984 �rniuotuu„t¢eer��rses3cceuon¢¢¢ros¢o��aen� seal. i Notary P blit Present A_P_ un 14561-C North Butte Road, Live Oak, CA 94953 (916) 846-3577 „ AAT M. SMITH HN G. SCHULTE Mr. Robert 0 r Hair WILLIAM G. WHITE 10482 Les lye Lane 1 W'P•WOODMAN Palo Cedro, CA 96073 t., Dear Bob: In accordance with your re quest dated March 28, 1983, � "•�° the Board of Directors has voted unanimously to approve the building of your new cabin at the Wild Goose Club. •A The new cabin is to be built in line half ay bewtween ' the Stratte and Chatham -Sr. cabins, r , , ung 50 ns all between each of the three cabins North to South. I hope this meets` .� with your plans. u fderegards,eLane t PFL/rec CC: Board of Directors May 24, 1983 Business and Mallin, Adt 0 450 SUTTER STREET, SURE 111 SAN FRANCISCO, CA 94#00 :1 (415)433.4910 MS. Judy Clough, Atm ,k Jm z ?'y ., President PETER f LANE vice -dent +• v l,...,1 LLOYD T. DYER 3µ SBcreta -Treasurer SMDFORD G. CRANDALL i s '�. 4 Ouctors OFORD G. CRANDALL LLOYD T. DYER PIEI TER F. LANE 14561-C North Butte Road, Live Oak, CA 94953 (916) 846-3577 „ AAT M. SMITH HN G. SCHULTE Mr. Robert 0 r Hair WILLIAM G. WHITE 10482 Les lye Lane 1 W'P•WOODMAN Palo Cedro, CA 96073 t., Dear Bob: In accordance with your re quest dated March 28, 1983, � "•�° the Board of Directors has voted unanimously to approve the building of your new cabin at the Wild Goose Club. •A The new cabin is to be built in line half ay bewtween ' the Stratte and Chatham -Sr. cabins, r , , ung 50 ns all between each of the three cabins North to South. I hope this meets` .� with your plans. u fderegards,eLane t PFL/rec CC: Board of Directors May 24, 1983 Business and Mallin, Adt 0 450 SUTTER STREET, SURE 111 SAN FRANCISCO, CA 94#00 :1 (415)433.4910 MS. Judy Clough, Atm ,k 'i ti z ?'y ., 'i ti z ?'y z ?'y t i' r,, i OWNER RESIDENT IAL PLAN CHECKING GUIDE IL (S.F., DUPLEX, & MISC. ONLY) �- A. GENERAL filv Zoning requirements (sideyards and parking). Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN �Complete parcel size and dimensions. 2y Setbacks, sideyards, easements, etc. k/Other buildings or structures. Grading, fills, drainage. Bldg. Permit # A.P. # 21-03-- 1106-8 3 116) G. FLO R PLAN Complete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1405). / Required windows for second exit (Sec. 1404). llowable glazing for energy requirements (20% max. per.State law). 3... Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). Y / G.F.C.I.'s-in baths and exterior outlets (Sec. 210-8). V8. Light fixtures, switches, receptacles, and exterior receptacles for maintenance of ,/ echanical equipment. 9. Locations of water heater,'heating & cooling equipment, other electrical'or gas ' equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec.'503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). .a/Fireplace location. e Smoke detectors, (Sec: 1413). CTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough, to construct building. Elevations and wall construction details complete enough'to construct building. ; / Roof construction details complete enough to construct building. Fireplace construction details and calcs if'over one-story in height. J`,_i''W'Sufficient data and details to satisfy energy insulation requirements (State law). E. MIS ELIANEOUS ITEMS TO LOOK OUT FOR CCX plywood on'exposed locations and'overhangs. Stairway details (Sec. 3305). or. Guardrail details (Sec. 1716). $rick,or stone veneer (Chapter 30). Exterior plaster - weep screeds (Secy. 4706 & 4708). 6e."`roper roof pitch for roof covering (Chapter 32). 7< Rafter ties or bearing ridge beam. 8r Garage door or porch header sizes. Adequate bracing. Diving area over garage - complete 1 -hour separation required including supporting walls and posts; etc. Two (2) exits on three-story dwellings (Sec. 3302). coo). 1 00 0 144P 3P 9�' P I j coo). 1 00 0 144P 3P 9�' P I � 9 I 01 21-03-09port (�� ADIN PA ATONI Wild Goose � lub perait,#,?369.=.:.--P-,-E-,,.(new single fami-1 r' 21-03-09 300.8-89B,�,E,M WILD GOOSE CLUB , Live Oak :Area / Contr: sore n Const ,(transfe ermit from Adin Pa oni236 - 0 9�1 #1 1 G 21-03-09 3008-89B,P,E,M ; L3�q-f9 WILD GOOSE CLUB Live Oak Area Contr: sorensen Const (transfer permit from Adin Patoni- 2369-89) PERMI� PERMIT EXPIRES OWNER )tfgZA INI CONTR. u nown ASSESSOR PARCEL 21-03-09port LOCATION Wild Goose Club , �0Et/w//,t/6/6,aJ To Po UJE'LL #t �• ro n/ . /� �7TE �t PAs — G� E E a , r f r Temp. Power Pole r Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) r f Signature IL -' OK -, 4 '0 = Not OK = Not Applicable Nei I". G, bna rvign-iB) JAffM3OJ1Z3NH ES >10 JM III alds3!fqqA ybp,-.tFi ioM "TI Lj QK 41 ate ---DECK! -Ak 00r,"Gto:(P%hs-)GK-9x"c-e pt #'s ,q ��i rp -s-Eaqe qyi�rernprj qK qe _e _p a --- jggq�a�MH�.S.0 pq(t-7$�g c f9cin ioctors-Steel--' oils" 97- f1p as! ft ---A "Nic e ird r r::.pjsts- qpcl�jvg- raging -Stairs -Rails -W at 'Lou ie, ketch)- A 'G"n666 - a -- -- 4 Beam Afffi� =Posts VP Rh -W 464�16,ww�50,111 9 64 Ojr 6 9 -mpzc-oncrc te7 _rLI i�efb ujosures v ---Lr �kw.M'6' stt-e -eqajzF eg\ eiiVV bastdu8-82 IA -so,uO ErM ,)MA-*vr,.,dvJwO tn�q rta bc%,1%qr,1lq-,1Q4 9- Si din g;�Nai.l i 860 W ;eqt ) e I sW . r r n- t.;.- teps-- ors=EShffndgL1LLL--1T122.L- --- -,iqque ;Muk) ib zmu"IGH .6.1 C) At s_, — -Oard--Bl- ----D-aTC-- ---7'—*CY(d= --,-------"---2.-F-ootings-,-Size-Sp ...Pz 4c4i ------- —'UH67 '16 I'A 3,140' aoY U cAIAW;oVi 0 -z-aY'0-&,evhC;.bljeni pniwolia-1 .0.8 • 00,rj asy o , 8,j5jn61,q �7 !FsA oviyrs, Mfpgk�urs CaF 4. 1 --Cl 1�;1F, Fex, Go 0,�T r I Setbacks-EigE mefVfs _aie7i;'MH-rds-f-'Flg§Ul-alo—r-Co—nffUdfd-r, 7. Water and SeweirCqr.toecti'd'zClt td)t.aWiHD App.M'Val ab 2. Soils; Corffpaqti.On�-SVFup.tu, re.iSt i.lity'MUfq PTpc. E3113sPobl StriJetuke�cSte.a.leCo.nnectioh;s,,-.Tuh,ipknqsis- a JxZ1J&1'a 9, Exits; Insp.-Sketch IM)tso 'oftme-Sa'.4 jq F.g P- -1�t -----------jTQM ;qpiiu:o fil— j gt=U;tq onitik, nincitan Ng ---E _-__,_.7.lec.; -87.-ElTc77G-rb-Ghb htg. t3oxes-t:nciog'ures-P5neilboiYdg-lffs-. fd-Main ih-Conduit 9. Hehlth Departrhdnt)e -Ap`pfoJal rS-bizo 10. PlVmb.; Cir. Tedi-Watberl Supply Test?. ----eard=Bl- d-ha9H,.a!)z)nziz910 ;;t3v ta 10 Svi!qa,1R .88,4 .!,,3 A -jnt :!qnsol b0ow 1.4 afeltuo eon :fjansi!qqA Z SxF*f JDI .0� . ... . ......... . is a1csituo .'.- , — -in -i4q) M d a f J3 DA(O,:j pe gnilif)V.-ioolli A eisbiO. ievo allsW p.11hR98. Iq tel) allsw ni Pola jis"a q4 ...... (ioo -- ---- FV� b-a-nO :aqo,,;? oi Ct, 1.7 pniissS A es2-mliq8 .9 -tsbsqri,44 toi lia;v uov yr is rloa-a sbc.m f,,d Jleu.rn viine fiA --IT001 bcJqaf8,,iot.-)UbnoO to Ov, A a-exce esip, 4's mmsO A P 3 toegb-1 of eaol' 0 belletpnl xernofs'at-Z nailr.uloiq rlaeM-)uol'-1-svodA-9g&-.s.1F r;i,. iwsW;k esO bnuol7.qiup3�ti oitr,:)oJ .61 -ho?PIJ qiup.:3 A oei3 ioloubnoO 3 neftfi)i of z"ijoiliO 9,-,nsilqqA R -, XS eg\ eiiVV bastdu8-82 IA -so,uO 4B.Sy 0 oMA r.1 .'A io uO s@ oi!O nE)vO-IA'io L,,-) sg'\ �,wiO. ignsS -�eS I.- aqBD -noiY*u toO A,,)90 8 alisS b Moq Oar u, - am OsY lwi'u,-Mj bafalueril -A volloubno,)'i saiR-eolvi-j8 ::9Y01 iooll )ebnij bsZOO oor-ME910 qiL1rJ:3 .0oaM-aioloM-219naq z9ons-jr-010 q1up3-.M 3,140' aoY U cAIAW;oVi 0 -z-aY'0-&,evhC;.bljeni pniwolia-1 .0.8 • 00,rj asy o , 8,j5jn61,q Jfigij Scip-IrIPU leworl'IE-Irigij te?olo eedfclO�-04- pnidnluiq Jk741 jin'k) .0 -A S8 ;1or;R uvodA 2)nsV':E8,4 M.-bisO .gnidmulq isahlo913 josimooeiCl istfiW Ma, B'O lqeoxe 710 (timie9) JA3lW.AH3n-Ah SMO bri:j �jiqbnU J3.D ;mi i'' ioiiefx3i�U, % hoqqjj8 )% nodal!"ani alou-0 ezuoh Wariguoifill qoilslitneV a83 no"JP-lu?M svocic fausdxEl ;ns9-fnsV ar, - no4,)5tOq aest-.0 vSjnisiQ ;abnirO A ;woll q1 -,evO 13 i3an,'-)bno3 BE zncikyqjrl auoivs%4 teIiuo at r-jf)C-v IiA fnuj9,q--flA dmo0-e-e.)oA :tnsV-eommu"1 TC ohh)GO-290 ;bap,)sT oWA ni eaanwi ti m1etsiq A 2aso;)A.,�titIA M laverf;xgA OH-e),bs,.3 of 0\0--beJoertnoO isw.981 -ie - sV,/ 010 fir— e p %oR .S(? 'lie 8 -b,1 6 0 mr- W. trWsCl rS-buD SISO -irwa{Wl r , ------ — a I tqp )xa NO (arq) qJ60 5IsC tFi-bis 2icytianA .3 lrhqlF.1M iaaoiq aIH2 P& :iom"I ;a 'dnoem"no-, jq iomg 8 nni3sne rn,i6s0-2bj2 aUsW 04 gnilif)V.-ioolli A eisbiO. ievo allsW p.11hR98. Iq tel) allsw ni Pola jis"a q4 ...... (ioo -- ---- FV� b-a-nO :aqo,,;? oi Ct, 1.7 pniissS A es2-mliq8 .9 -tsbsqri,44 toi lia;v uov yr is rloa-a sbc.m f,,d Jleu.rn viine fiA --IT001 = uK 0 = Not - =Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UN RFLOOR (Plans) OK except #'s Date FR NG (Continued) oning-Setbacks;-Easements-Flood-Slope . Hangers -Post Caps-Anchor-Connec . Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 2. F ., Main; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth ,lAtg., Garage; Soils -Steel-/ r Ftg. Depth ce Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth ttigA=ess; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped ,1510rGarege Fire Protection Framing 7. ab; Steel -Wrapped rty Line Firewall & Openings . Piers-FyM21aGe Ftg.-Steel%Z-Fit. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test tairs Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors od on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 5&.,Siding-Nailing Veneer 12. Electric; Underground 56 StuccAl..Mesh-Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 5V -&a -zing -Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples ear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -BX Date7-%_,2Tf Card -B1 Date Card -B1 Date Card -131 Date Card -8 ate q .-7,� Card -B1 Date Card -B1 ate,q • // -F9 Card -B1 Date IF Date PLUM G Permit OK except #'s ater Ht.-YeW-Access-Combustion Air -Baffle Date F1_"AL (Plans) OK except #'s a ipe; T & Anchors -Nail Protection 1. E t. Steps -Door & Sidelight Protection -Landings -/ � 1 .W.V. ttngs & Anchors -Nail Protection t_jI:r_Srqoke Detector hoover Pan; Test, First Floor -Tub Access ,.�D.WQO�urnace; Vents -Clearance -Comb. Air -Connector - /b -Garage; Above Floor -Ducts -Mach. Protection 20. Test-TTub Access -49--6esPipe; Size & Anchors 4. Bedroom Exiting 5. G.F.I. & Bath Fixtures & Tub Access -Spa C -f& Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B Date '_ Card -131 Date 7. Stairs &Rails Card -B1 Date ,Ik !: Card -131 Date 8. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. ' Date ELECTRICAL (Permit) OK except #'s 22. FI re 6 Transformer Clearance -Ins. Protection 6' 70. . Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance A . Elec. eceptacles Spacing -Lights & Switches at Doors ­f1. Elec. Outlets & Receptacles at Kit. Counter Boxes & No. of Conductors -Stapled ; Swing -Landing -Closer '7 R x Installed Close to Edge of Studs & C.J. age-Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- ID 3;,r-Appliance Circuts in Kitchen & Conductor Size/G.F.I. r1.Plb., Elec. &Mech. Equip. Listed for Location 28 er At d Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. C r Cq, - in Garage; (G.F.I.)-Romex Protec. ange Circ. /(, / ga. Cu or,*L-O ven Circ. / / ga. Cu or Al. InsyJated Neutral es No L7.7!fnsulation-Foam-Looked in Attic 13Yes ZXOoffuard Rails & Deck Construction -Post Caps 3 r • e -Riser Conductors & Ground -Main Disconnect 1`16. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth qu•p. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor ❑ Yes lothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drivel es ❑ No; Walks ❑ Yes. GKO; Planters ❑ Yes el -No Smoke Detecto ucco; Brown -Finish Card -B Date -% Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date /,03' Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MEC NICAL (Permit) OK except #'s . Water Well; Disconnect, Electrical, Plumbing hir-A.C. Ducts Insulation & Support L85` xterior Elec. Trim; G.F.I. Receptacle -Underground _-95-1m fan; Exhaust above insulation . Ventilation throughout House -36.-Gem4ewcate Drain & Overflow; Size & Grade l.8 •. lass Protection -3-Fafaeee-Vent; Access -Comb. Air -Return Air Vent -115 outlet /-Of Corrections from Previous Inpections mss & Platform if Furnace in Attic Test -Meters Tagged; Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval r nergy Compliance Certificate -Other Certificates Card -B1 ateIf)--_7T?Card-B1 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -131 Date and -B1 Date Card -B Date t) and -B1 Date Date FRAJUNG (Plans) OK except #'s ly'silig, Proper Material & Anchors Card -B1 Date Card -B1 Date 4 Os Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: e ails over Girders & Floor Nailing Stop in Walls (rat proof) Fir tops; Furred Ceilings -Stairs -Chases -Tub eader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751- 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 f CORRECTION NOTICE 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. Zf Date 18 —t7 COUNTY OF BUTTE DEINARtAENT OF PUBLIC WORKS 196,Memorial Way., Chico — Phone: 891-2751 7'County Center Drive, Orovi Ile — Phone: 538-7541 a 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTJON NOTICE ! OWNER — ' " ' _ ` PERMIY,NO. 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. I ' n A z r Inspector. y Date Building Owner Building Location 1 ENERGY INSTALLATION CERTIFICATE Building Permit # DESCRIPTION OF INSULATION ROOF Material Thickness(inched) -vcs- EXTERIOR WAIy,- Material ',' Thickness(inches CEILING Batt or Blanket Type Thickness(inches) k o Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR,ELEV41 D Material Lt 4 S k Thickness(inches) 1� FLOOR, SLAB Material Thickness(inches) Width(inches) Brand Namea1!26k=6." Thermal Resistance (R Value) --4rH-- Brand Name z ✓ q Thermal Resistance(R Value) Brand Name���✓'}�" ;� } c C -d Thermal Resistance(R Value) .,,, 0 _ Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name l _'tr"tG -V1% Thermal Resistance(R Value)'3,0 Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, is consistent with approved building department plans and attachments and con- form wit requirements of Chapter 2-53 of State of California Energy Requirements. � C4 Lj ��� lG� 3 �C�o`( FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIG��Of-INSTALLATION APPLICATOR `—f DATt �l I hereby certify the required features, devices, and equipment, a5 shown on the approved Building Department plans and -attachments have been installed and conform to the appli- ance standards and Chapter 2-53,of the State of California Energy requirements. r— rft, % �� 211�s kx 0, k:, !Q -g V-', BUIhDING CONTRACTOR/OWNER (Please Print) ZN ) OF U G C944ONTRACTOR OWNER HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE - DEP5ARTANT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT Emu ASSESSOR PARCELUMBER _� ZONI (J BUILDING PERMIT PHONES OWNER TELEYC . SQ. FT. OCC. BUILDING VALU ION / 0 o OW 'S MAILING ADDRESS Wfir'-wo—I "7. Go J• -72 0 CONTRACTOR'S NAME ^ TELEPHONE q4 ?go CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ _ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ A CHITECT OR ENGINE R Z v yL/,J e LICENSE NO. C) 0,3 ftGE; Plan Checking Fee $ o Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING AD DR 5 '10 Penalty $ BUI DING A DRESS Permit feeJRFi 63t-6 PLUMBING PEling Fee 10.00 Each Trap2.00 v? Solar or heat pump wat20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping5.00 Each pas water heater 5.00 ou USE OF STRUCTURE Duplex❑ Mobilehome❑ Other SPECIFYiiii7777 Gas piping system 1 - 5.00Building sewer5.00SF� Mobi le Home S0.00 ea TYPE OF WORK New W Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ (,a Contractor - ELECTRICAL PERMIT Filing Fee 10.00 SOOV OR LESS Main service 600 AMP OR LESS 10.00 10 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Profession de and my license is in ful rce and effect. License No. Classification ❑ I, as the o dr'm yees 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.N) OR ADDNS. ACC. SLOGS. // yZltSgft 1,7O� NEW CONSTR. MULTI -OUTLET NN-RESID BRA CH CIRC I S 2.50 ea ) /POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. OCCUp(OUTLETS OR FIXTURES 20950t BAL030 Ex. OCCUp. OUTLETS FIXED P(RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Mise. �yirin g 15.00 Penult Fee $ 2 — Contractor 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 Certificate of Workmen's Compensation Insurance or a Certificate f 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. MECHANICAL PERMIT Filing Fee 10.00 Heating F 0owno 16 t7i L64a Cooling - 2� 680 Hood 3.00 Ventilation 2 3" -- penult Fee $ Contractor I certify that I have read this application and state that the above information 1� corre t. gree to comply to all County Ordinances and State Laws relating tb°Ibuild g nstruction, and hereby authorize representatives of the Countyot Butte t n r upon the above-mentioned property for inspection purposes. a a e save, Ind mnify and keep harmless the County of Butte against all I b jud men costs, and expenses which may in any way accrue agt3 d u in onsequence of the granting of this permit. ate Sign lure of A ica t - Owner ❑ Contractor Age An OSHA permit is required for excavations over 5'0" deep nd emolition trust- ion of structures, over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee TOTAL PERMIT FEE $ ea occuP.1 cogsT.TTPc \ /� �i scNo vLoo PARC �V// 11 U This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PE T EXPIRES Date�u� the applicable provi- resolutions to do fees have been paid. WORKS Date l'©.- Receipt No. `3 SID o• .L CTOR, GOLD D -APPLICANT WNITE-D.P.W., TELLOW-ASSESSOR, INR-INSPEN O ..per >'1 i .-.�.;; _ ".�l'!^'T� "• - . -c, hi fi, ii 4 COUNTY OF BUTTE - DEPARTMENT OF UBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET _ Permit No. OWNER AoIAi -VN �1 +r. 00S4 Cf-J�J_— 50- OOej Proposed Building Use f4alnt Z2,44 r /,._,Bui[ding Inspector ^1 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 16. 17. 18. D. 42 20. 1. 22. 23. 4. 5. 26. All items have been submitted Plot plans in duplicate/triplicate, signed by preparer of plans........ Complete plans in duplicate/triplicate, signed by preparer of plans .. Complete engineered plans and calcs, with wet signature on plans .. Energy Design Compliance and supporting documentation ......... Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions ... 1A An - Fees of $���`�` .......................... _ Chico Urban Area fees paid ........................................ Park fees paid ............................ j School District fees paid ................. 711 tEo' Sanitation approval from Health Department ... City of Chico plumbing permit ..................................... . Plot plan and business license approval from City of y (see City for other requirements) Planning approval for (A) Use: (B) Parking: ......... Improvements may be'required. Driveway permit (construction approval required prior to occupancy),�I✓,ta. Pre -Inspection for required ...... B� Idnn9ensre oest'to (Date r 1. Contractor's license information (No., Name Style, Classification) ....... Certificate of Workmans Compensation Insurance .................... Owner -Builder Verification (Given to owner o, Mail to owner a)'�....... Recorded copy of.Agricultural Acknowledgmeyt Stetem-e'hi ............ Letter of signature authorization....1115,,......................... rLovp LETTE/2 /re- ED W en you issue the permit, process as follows: iMail(to Telephone and hold for pickup,at_ Other Applicant er. 6 Mail to contractor. office. Deliver w/inspector. Date/I • L u Copy of plans sent Health Dept., Fire Dept., Other ' Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required:��'� 5litlr Ill /T LeG/gCF Z'hrlSS �E��L -- Contractor, estgner, wrier, was advised of above required data by_phon ail counter by date % Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date 2 Sets of plans on hold in File cabinet AP folder Copy—DPW To Buildina Department F ROM: Environmental Health SUBJECT: Sanitation Clearance Clearance for � be droom mobile home. Other NOTE ........... Sanitarian Date LIJ Owner 'Location AP# Plan Approved for: Sewag'e Disposal W ater S upply. Hold final for: Water Supply Final clearance O.'K. for: Water Supply Clearance for � be droom mobile home. Other NOTE ........... Sanitarian Date OWNER RESIDENTIAL PLA&.CHECrING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # A.P. # /l/�TOrU/ CA911 % GENERAL '-qo 1. Zoning requirements:(sideyards �! Valuation. /,' Plans signed by designer. L�4. nergy Design and Compliance. Existing violations on property. 7/85 L c—rT&tt o,--- I,1r�7- - tioT �25� and number of permitted living units). PLOT PLAN of Complparcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. /fITr'*Cy Flood hazard. Y eS 6. Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). /}!�- Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210 A! Light fixtures, switches, receptacles, and exterior receptacles for / mechanical equipment. maintenance of Locations of -water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. Smoke detectors (Sec. 1210). 'STRUCTURAL DETAILS Foundation plan complete enough -:to construct building. Floor construction details complete enough:to construct building. Elevations and wall construction details complete enough to construct building. .,. Roof construction details complete enough to construct building. ,,-5' Fireplace construction details and calcs if necessary. ., Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 1: Exposure I plywood on exposed locations and overhangs. �. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). ,,-Y- Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). ,,5-' Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). �� Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Garage door or porch header sizes. Adequate bracing. �. Living area over garage - com Tete 1 -hour separation required on garage side including supporting walls and posts, tc. 'Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). y2' Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1 -hour shafts. ,3r51 Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. j 'Unusual shape, size or split level house requiring lateral design. 70 6-iv6 1-t lokl n, S6 -W,67 72r-� 5 L g/21/ a -1 7/85 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT/.r-7' ASS S R PA C NUM R ZONING BUILDING PERMIT o E LEP NE SQ. FT. OCC. BUILDING V UATION O ER'S t -11 . DDR SS K4 L O TRACTOR'S N E r Sc� a T E HONE NTRAC OR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 0.0 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFA Duplex[-] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 0.00e TYPE OF WORK New ❑ Addition❑ emodel Utilities Installation Other Describe work: r _ Ow 0 r Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 A CFOMain r ` service 8001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de under penalty of perjury (Check One)- ILrfJ, 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 F-1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a OR ADDNS. ACC. BLDGS. ( ,20sgft NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS (IN) OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050C SALO 30 \ Ex. Occup. our ETS P(RESID ILINIS RE A./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee . $ Contractor 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. 171 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation. permit Fee Contractor $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above- entioned property for inspection purposes. I also agree to ave, indem y and keep harmless the County of Butte against all liabiliti udgmentS Sts, and expenses which may in any way accrue against s ounty in equence of the granting of this permit. X Date - — Signature of App cant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is requ ed for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAZ CUA PARK SCHL FLD PAR PD HD ISSUE Th's permit is hereby issued under sions of the Butte County. Code and/or work c ted above f which ee DIR F PUB B PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. ORM.9 Date r Receipt No. WHITE-O.P.W., YELLOW-A58[$30R, PINK -INSPECTOR, GOLDENROD -APPLICANT Panattoni::!- Development Company September 7, 1989 Building Department Butte County Oroville, CA Re: A Wild Goose Club - Cabin Gentlemen: On August , 1989, a building permit was issued to Adin Panattoni for a building permit at the Wild Goose Club for a two bedroom cabin. The permit was inadvertently issued to Adin Panattoni instead of the Wild Goose Club, who is the owner. Club rules require all construction on its property to be in the name of the Wild Goose Club, and the request for the building permit must be signed by a club officer. Therefore, would you kindly reissue or amend previous permit in the name of THE WILD GOOSE.CLUB and an officer of the club will sign'the permit. Thank you for your cooperation. THE WILD GOOSE CLUB By• Ted ress, Vice President consent to the foregoing: --..-.-c Adori°Panattoni (Adin Panattoni) 7728 Wilbur Way, Suite A . Sacramento, California 95828 • (916) 381-1561 OWNi: R- '-�'NAME: PERMIT #: ';Z� 4� 7-1" When approved, process as Mail to ow . ner A.P. #: f ollows: (Address) Mail itoicontra or (Name and Address), Call and hold for pickup at e2lal office. Deliver wi h ext inspection. REVISED PLAN CHECK'FEES fD: RECEIVED DATE TIME $15.00 $30.00 Additional Fees Not Required TITLE 24 REPORT FOR: WILD GOOSE GUN CLUB NORTH BUTTE RD. BUTTE COUNTY, CALIFORNIA PROJECT DESIGNER:' CARL SORENSEN 5900 COYLE AVE. SUITE C-1 CARMICHAEL, CALIFORNIA 916-484-7526 OWNER: WILD GOOSE GUN CLUB NORTH BUTTE RD. BUTTE COUNTY, CALIFORNIA REPORT PREPARED BY: MR. COOL, INC.. 3101 ALHAMBRA DR. CAMERON PARK, CALIFORNIA 916-677-3757 / 916-933-3731 ho��04All 360 Job Number: BUTTE COUNTY Date: 10/17/1989 BUILDING DEPARTMENT A PROVED / 0 - 19 -91; - The 9 -91; - The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by the Public Domain. Point System, developed by the California Energy Commission. This program developed by Michael Gabel Associates (415) 428-0803. a p --/,p `�j 6 iu AA.,� TO 02o 1tiS40 Table Of Contents for Title 24 Report ------------------------------------- Cover Page .......................................................... 1 Table of Contents ................................................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential 6 Form P -2R Points System Summary ..................................... 8 Form S Shading Coefficient (SC) Worksheet ........................... 9 Form CF -3 Construction Assemblies ..... 10 Form WS -1R Points Thermal Mass Worksheet 14 Form WS -2R Interpolation Worksheet .................................. 15 Form WS -4 HVAC System Summary Sheets ................................ 16 Domestic Hot Water Worksheet ........................................ 17 HVAC Zone & Space Loads Summary ... :................................. 18 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- PROJECT ADDRESS NORTH BUTTE RD. BUTTE COUNTY, CALIFORNIA GENERAL INFORMATION Compliance Method: Climate Zone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION Point System 11 Area: 1267 sqft Single Fam Det orth East/South/West sed Standard (circle one) Component Area U -Value Location/Comments --------- R-19 FRAME - SIDING ---- 1048 ------- 0.0585 ------------------------------------ TOTAL FLOOR AREA R-30 Roof/Gyp Ceiling 1267 0.0313 TOTAL.FLOOR AREA R-30 Raised Floor (DUCK 1267 .0.02731 TOTAL FLOOR AREA/R-6 Crawlspace THERMAL MASS Thick Mass Material Area (in) Type Location/Description --------------------- NONE ---- ------------ ------------------------------ (Ni CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) ---------------------------------------------------------------------------- SHADING COEFF GLAZING Glass Glass Glass w/Int Orientation Area Type U -Val Only Shade Description ----------- ------ ------ ----- ----- ----- ----------------------- West 67.0 Double 0.65 '0.88 0.33 Double/Light Blinds South 16.0 Double 0.65 0.88 0.33 Double/Light Blinds East 53.0 Double 0.65 0.88 0.33 Double/Light Blinds SHADING (for Glazing above) Over Orientation Exterior Device SC hang Framing Type ----------- ------------------------ ---- ---- ----------------------- West 50 % Bug Screen 0.84 2.0 Metal w/o Mullions South 50 % Bug Screen 0.84 0.0 Metal w/o Mullions East 50 % Bug Screen 0.84 2.0 Metal w/o Mullions � � P CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989, Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- HVAC SYSTEMS Min Output Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location RVal (or approved equal) --------------- ----- ----------------------- ---- ----------------------- Heat Pump 6.600 35000 Vent. Attic Space 5.7 PAYNE 542G036075 Heat Pump 9.200 34800 Max. Furnace Output: 45000 Btuh + [(72% - 71%) x 70001 = 51817 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy # of System Type Volume (or approved equal) Units Credits Pumps ------------------- ----------------------------- ------------ ----- Electric Resistance 45.0 Rheemglas 81V -52D (SE) 1 0 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER CARL SORENSEN 5900 COYLE AVE. SUITE C-1 CARMICHAEL, CALIFORNIA 916-484-7526 License N Signed: DOCUMENTATION AUTH& MR. COOL, INC. 3101 ALHAMBRA DR. CAMERON PARK, CALIFORNIA 916-677-3757 / 916-933-3731, BUILDING OWNER WILD GOOSE GUN CLUB NORTH BUTTE RD. BUTTE COUNTY, CALIFORNIA Signed: ENFORCEMENT Name: Agency: Telephone:_ Signed: Signed: AGENCY MANDATORY --------------------------------------------------------------------------- MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 19 Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989, Checked By Documentation: --------------------------------------------------------------------------- MR. COOL, INC. Date (User # 1165) NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES o Sec. 2-5352(a): Minimum ceiling insulation R-19 weighted average. * o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). * o Sec. 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 2-5352(e):.Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. o See. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Enforcement MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- HVAC AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). o Sec. 2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. o Sec. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES o Sec. 2-5352(j): fighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. POINTS SYSTEM SUMMARY: CLIMATE ZONE 11 P -2R page 8 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- BUILDING DATA Conditioned Floor Area 1267 sqft Occupancy Type Single Fam Det SCORE CARD Measure ------------------------- ------- 1. Roof Insulation 0.0313 2. Wall Insulation 0.0585 3. Raised Floor Insulation 0.0273 3a. Controlled Vent Crawlspace 0.0 4. Slab Edge Insulation 0.0000 Number of Stories 1 Points (U -Value) -1 (U -Value) 9 (U -Value) ; (R -Value) 2 (f2 factor) ; 5. Infiltration Standard Sum 1-6 18 6. Glass Heat Loss 0.0 -1 0.65 1 10.7% 7. Shade Open Area % Glass 0.0 SC Eff % OH a. ----- North 0.0 ------- 0.0 x ---- 0.00 3 ---- =. b. East 53.0 4.2 x 0.74 x 0.87 = c. South 16.0 1.3 x 0.74 x 1.00 = d. West 67.0 5.3 x 0.74 x 0.88 = e. Skylight 0.0 0.0 x 0.00 = 8. Shade Closed Area % Glass SC OH a. ----- North 0.0 ------- 0.0 x ---- 0.00 ---- = b. East 53.0 4.2 x 0.28 x 0.73 = c. South 16.0 1.3 x 0.28 x 1.00 = d. West 67.0 5.3 x 0.28, x 0.78 = e. Skylight 0.0 0.0 x 0.00 = 9. Interior Thermal Mass 0.00 10. Exterior Wall Mass 0.00 11. Heating System 6.600 HSPF x 0.83 Duct Eff = Zonal Control: No 12. Cooling System 9.200 SEER x 0.82 Duct Eff 13. Water Heating (see DHW Worksheet) 5K 0 Sum 7-10 5 5.51 Eff HSPF 2 7.58 Eff SEER 3 -28 Point Total: 0 0 8 Sum 1-6 18 Eff % 0.0 -1 2.7 1 0.9 -1 3.5 1 0.0 0 Eff % 0.0 2 0.9 1 0.4 3 1.2 1 0.0 0 5K 0 Sum 7-10 5 5.51 Eff HSPF 2 7.58 Eff SEER 3 -28 Point Total: 0 SHADING COEFFICIENT (SC) WORKSHEET FORM S page 9 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double Glass 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) 6. Interior Shade Type: Double/Light Blinds 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.33 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.88 (FMF #5) = 0.77 'SC Shade Open 10a.0.33 (SC #8) x 0.88 (FMF #5) = 0.29 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 % Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(0.84 (SC #11) x 0.25) + 0.751 x 0.77 (SC #9a) = 0.74 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.751 x 0.29 (SC #10a) = 0.28 SC Shade Open OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area ----------- ----- Depth ------ Above ----- Height ------ Ratio ----- Shade Open Shade Clsd West 67.0 2.0 / ( 0.1 + 4.0) = 0.49 ---------- 0.88 ---------- 0.78 East 53.0 2.0 / ( 0.1 + 3.5) = 0.56 0.87 0.73 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 10 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- Assembly Name: R-19 FRAME - SIDING Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Percentage: 15.0 Framing Material: Softwood, Douglas Fir -Larch 1 1 1 1 1 1 1 I � 1 1 � , 1 1 1 � 1 1 � 1 1 y 1 1 1 1 � 1 1 % 1 I I 1 � I 1 1 I 1 1 � 1 Sketch of Construction Assembly Calculation for Framing Adjustment Summer U -Value 0.0470 x 0.85 + 0.1217 x 0.15 = 0.0582 Winter U -Value 0.0472 x 0.85 + 0.1229 x 0.15 = 0.0585 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 7.3 lb/sqft Heat Capacity: 2.26 R -Value 17.18 17.08 U -Value 0.0582 0.0585 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Plywood 0.625 0.78 0.78 2. Insulation, Mineral Wool, R-19 * 6.000 19.00 19.00 3. Gypsum or Plaster Board 0.625 0.56 0.56 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 21.27 21.19 Framing Percentage: 15.0 Framing Material: Softwood, Douglas Fir -Larch 1 1 1 1 1 1 1 I � 1 1 � , 1 1 1 � 1 1 � 1 1 y 1 1 1 1 � 1 1 % 1 I I 1 � I 1 1 I 1 1 � 1 Sketch of Construction Assembly Calculation for Framing Adjustment Summer U -Value 0.0470 x 0.85 + 0.1217 x 0.15 = 0.0582 Winter U -Value 0.0472 x 0.85 + 0.1229 x 0.15 = 0.0585 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 7.3 lb/sqft Heat Capacity: 2.26 R -Value 17.18 17.08 U -Value 0.0582 0.0585 0 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 11 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- Assembly Name: R-30 Roof/Gyp Ceiling Assembly Type: Roof Assembly Tilt: 45 deg (Tilted Up) Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch ,tea _-- z 7 ------------------------------- Sketch of Construction Assembly Calculation for Framing Adjustment Summer U -Value 0.0301 x 0.90 + 0.0390 x 0.10 = 0.0310 Winter U -Value 0.0304 x 0.90 + 0.0394 x 0.10 = 0.0313 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 7.5 lb/sqft Heat Capacity: 2.03 R -Value U -Value 32.25 31.95 0.0310 0.0313 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. Roofing, Asbestos -Cement Shingles 0.250 0.21 0.21 2. Plywood 0.500 0.63 0.63 3. Air Space 12.000 0.90 0.82 4. Insulation, Mineral Wool, R-19 6.000 19.00 19.00 5. Insulation, Mineral Wool, R-11 * 3.500 11.00 11.00 6. Gypsum or Plaster Board 0.500 0.45 0.45 7. 8. 9.. Inside Air Film --------------------------------------------------------------------------- 0.76 0.62 Total 33.19 32.90 Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch ,tea _-- z 7 ------------------------------- Sketch of Construction Assembly Calculation for Framing Adjustment Summer U -Value 0.0301 x 0.90 + 0.0390 x 0.10 = 0.0310 Winter U -Value 0.0304 x 0.90 + 0.0394 x 0.10 = 0.0313 OVERALL VALUES ADJUSTED FOR FRAMING Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 7.5 lb/sqft Heat Capacity: 2.03 R -Value U -Value 32.25 31.95 0.0310 0.0313 ._ i . CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 12 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- Assembly Name: R-30 Raised Floor (DUCK Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0290 x 0.90 + 0.0718 x 0.10 = 0.0333 Winter .0 -Value 0.0286 x 0.90 + 0.0697 x 0.10 = 0.0327 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: Roughness: Clear Pine Weight: Heat Capacity: 0.70 5.1 lb/sqft 1.70 R -Value U -Value 30.07 30.57 0.0333 0.0327 Th R -Value Construction Components -------------------------------------------------------------- Fr (in) Summer * Winter. Air Film 0.25 0.17 1. Air Space 99.000 0.80 1.00 2. Insulation, Mineral Wool, R-30 * 9.500 30.00 30.00 3. Plywood 0.625 0.78 0.78 4. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.92 Total 34.52 34.95 Framing Percentage: 10.0 Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 0.0290 x 0.90 + 0.0718 x 0.10 = 0.0333 Winter .0 -Value 0.0286 x 0.90 + 0.0697 x 0.10 = 0.0327 OVERALL VALUES ADJUSTED FOR FRAMING ------------------------------- Sketch of Construction Assembly Absorptivity: Roughness: Clear Pine Weight: Heat Capacity: 0.70 5.1 lb/sqft 1.70 R -Value U -Value 30.07 30.57 0.0333 0.0327 s CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 13 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v'2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- Assembly Name: Double/Light Blinds Assembly Type: Glazing Framing Percentage: 0.0 % Framing Material: NONE Sketch of Construction Assembly Visible Transmittance: 0.85 Winter Shading Coefficient: 0.88 Summer Shading Coefficient: 0.33 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1.62 1.54 U -Value 0.6179 0.6500 Th R -Value Construction Components Fr (in) Summer Winter --------------------------------------------------------------------------- Outside Air Film 0.25 0.17 1. CEC Double Glazing 0.500 0.69 0.69 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Total 1.62 1.54 Framing Percentage: 0.0 % Framing Material: NONE Sketch of Construction Assembly Visible Transmittance: 0.85 Winter Shading Coefficient: 0.88 Summer Shading Coefficient: 0.33 OVERALL VALUES ADJUSTED FOR FRAMING R -Value 1.62 1.54 U -Value 0.6179 0.6500 THERMAL MASS WORKSHEET WS -1R page 14 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/.1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- INTERIOR THERMAL MASS Interior Interior Sides Wall Mass' Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity ---------------------- ------------------- ------ -------- -------- NONE * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity NONE INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 15 of 19 Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: ----=---------------------------------------------------------------------- MR. COOL, INC. Date (User * 1165) INTERPOLATION Point Point Point Score Actual Value Score Score Value Value Point Item 1 Value 1 2 1 2 1 Score ------- ----- Roof 4 +( ------ 0.0313 - ----- 0.02) x ----- ( -4 - ----- 4) /( ----- 0.04 ----- - 0.02). _ ----- -1 Wall 14 +( 0.0585 - 0.04) x ( 9 - 14) /( 0.06 - 0.04) = 9 Raised Floor 4 +( 0.0273 - 0.02) x ( -1 - 4) /( 0•.04 - 0.02) = 2 Glass Type 2 9 +(10.7340 -10.00) x ( 7 - 9) /(11.00 -10.00) = 8 E Shade Open 0 +( 2.7159 - 2.00) x ( 1 - O) /( 3.00 - 2.00) = 1 S Shade Open -4 +( 0.9388 - 0.00) x ( -1 - -4) /( 1.00 - 0.00) _ -1 W Shade Open 1 +( 3.4691 - 3.00) x ( 1 - 1) /( 4.00 - 3.00) = 1 E Shade Clsd 3 +( 0.8571 - 0.00) x ( 1 - 3) /( 1.00 - 0.00) = 1 S Shade Clsd 4 +( 0.3521 - 0.00) x ( 1 - 4) /( 1.00 - 0.00) = 3 W Shade Clsd 1 +( 1.1562 - 1.00) x ( -1 - 1) /( 2.00 - 1.00) = 1 Heating 2 +( 5.5063 - 5.50) x ( 7 - 2) /( 6.42 - 5.50) = 2 Cooling 0 +( 7.5834 - 7.00) x ( 5 - 0) /( 8.00 - 7.00) = 3 WEIGHTED AVERAGE POINTS Type 1 Type 2 Type 3 Total Average Item Points Area Points Area Points Area Area Points --------- ------ ---- ------ ---- ------ ---- ------------ r4 HVAC SYSTEM SUMMARY SHEET WS -4 page 16 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- HVAC Equipment Name: PAYNE 542GO36075 HEATING System Type: Heat Pump Output Capacity: 35000 Btu/hr Rated SSE or COP: 2.800 Rated SE or HSPF: 6.600 Supply Air Temperature: 105 F COOLING System Type: Heat Pump Heat Gain: Total Output Capacity: 34800 Btu/hr Sensible Output Capacity: 25900 Btu/hr Latent Output Capacity: 8900 Btu/hr Rated EER: 8.500 Air Leakage: Rated SEER: 9.200 Coil Bypass Factor: 0.100 Economizer: No Supply Air Temperature: 65 F FANS Supply Air CFM: 1200 cfm Fan Type: Draw -Through Fan Multiplier: 1 Brake Horsepower: 0.50 Motor Efficiency: 66.0 % Drive Efficiency: 96.0 % Supply Duct Heat Gain: 5.0 % Return Duct Heat Gain: 1.0 % Supply Duct Air Leakage: 2.0 % Return Duct Air Leakage: 2.0 % DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 17 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Documentation: MR. COOL, INC. Date (User # 1165) ------------------- -------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SE Enter SG or SE 2 Manufacturer & 3 Model number Rheemglas 81V -52D (SE) 4 Ignition device IID GP, gas pilot or IID, int. ignition device 5 Tank volume 45.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 99.7 Percent from CEC Appliance Directory 7 Standby loss 0.7 Percent/hour, from CEC Appliance Directory 8 Rated input 39249 Btu/hr, from CEC Appliance Directory (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA --------------------------------------------------------------------------- 1 Climate Zone 11 See Appendix D 2 Water heating budget 20400 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 65.0 F, see Table 1 5 Daily hot water load 50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. 62.8 F, see Table 1 7 Adj Standby Losses 0.0055 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C WATER HEATING ENERGY CREDITS --------------------------------------------------------------------------- 1 Credit name See Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) --------------------------------------------------------------------------- 1 Recovery load 11292.2 ([B5 x 8.25 x(140-B4)x 365 x 0.001]-C2)x B8 2 Recovery energy 11326.2 D1 / A6 3 Standby loss energy 1328.6 (24 - [02 x 1000)/(A8 x A9 x 365)]) x 8.25 x A5 x B7 x 365 x (140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 37964.2 GAS SYSTEMS: (D2 + D3 + D4) / B8 ELECTRIC: ([(D2 + D3) x 31 + D4) / B8 6 Water heating budget comparison -17564.2 KBtu/yr/unit B2 - D5 7 Water heating budget -27.7 Points (D6 / Floor Area) x 2 x B8 .1 v TOTAL ZONE HVAC ZONE --------------------------------------------------------------------------- HEATING & COOLING LOAD SUMMARY page 18 of 19 Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Heating Schedule: Residential Heating Designer: CARL SORENSEN Residential Cooling Building Permit No Location: Chico Exp Station Date: 10/17/1989; Checked By Sizing Method: COINCIDENT Documentation: ------------------------------------------------------- MR. COOL, INC. Date (User # 1165) --------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: TOTAL ZONE HVAC System Name: PAYNE 542G036075 System Multiplier: 1 Heating Schedule: Residential Heating Cooling Schedule: Residential Cooling Fan Schedule: Residential HVAC & Fans Sizing Method: COINCIDENT Relative Humidity: 50 COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT ----------------------- ---- TOTAL FLOOR AREA (Jan 12am) ------- 14831 ------------ (Aug 2pm) 12462 ------ 950 TOTAL SPACE LOAD ------- 14831 -------- 12462 ------ 950 Bypass Ventilation Air ( 0 cfm) 0 ( 0 cfm) 0 -0 Supply Duct Conduction 742 623 Supply Duct Leakage 297 249 19 Supply Fan Heat Gain -2009 2009 EFFECTIVE SPACE LOAD 13860 15344 969 Ventilation ( 0 cfm) 0 ( 0 cfm) 0 -0 Return Air Lighting Gain 0 Return Duct Conduction 139 153 Return Duct Leakage 277 307 19 Return Fan Heat Gain -0 0 TOTAL SYSTEM LOAD ------- 14276 -------- 15804 ------ 988 1.3 tons 0.1 tons SYSTEM PERFORMANCE 23496 25721 7848 AT DESIGN CONDITIONS 2.1 tons 0.7 tons SPACE HEATING & COOLING LOAD SUMMARY page 19 of 19 --------------------------------------------------------------------------- Project: WILD GOOSE GUN CLUB COMPLY 24 v 2.20 Designer: CARL SORENSEN Building Permit No Location: Chico Exp Station Date: 10/17/1989, Checked By Documentation: MR: COOL, INC. Date (User # 1165) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS HEATING -------------------- ------- Peak Hour: Jan 12am Indoor Conditions: 70 F DB Outdoor Conditions: 27 F DB LOAD COMPONENT Btu/hr Wall Conduction 2638 Window Conduction 3801 Door Conduction 0 Roof Conduction 1705 Skylight Conduction 0 Floor Conduction 1782 Slab Conduction 0 Interior Conduction 0 Infiltration 4903 Solar Gain Lighting Equipment Occupants SPACE LOADS 14831 Btu/hr TOTAL FLOOR AREA COOLING SENSIBLE LATENT Aug 2pm 78 F DB 50 % RH 102 F DB 69 F WB Btu/hr 982 2017 0 1434 0 316 0 2737 2296 865 865 950 12462 Btu/hr 1.0 tons Btu/hr 0 950 950 Btu/hr 0.1 tons SUPPLY AIR QUANTITIES --------------------- Heating: 14831 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] = 337 cfm Cooling: 12462 Btu/hr / [1.08 * ( 78 F TStat - 65 F Supply)] = 888 cfm z I Certificate of Compliance: Residential CF-1R ;. PANk1DNi�- GACiIN `]•I�,�rq Project Tkk • Date Lr7 b0L F- ()UN 6LO-5 Pro jeer Addrew �L I�► a L. AtiIL I I L I I GO G I I oo suadins pumk Ifs-=eetad" Author. Tekpbowt l) IlU1 ( • t ;W. ByiD.te ComPltttnot Method (paitkage. Point System or Campuur) CYseatt Lowe (aratoemeot Agency Use only GENERAL INFORMATION Total Conditioned Floor Area: Building l'ype: ./tingle Family Hotel/Motel (check one of mare) Multi=family (less than 4 stoties) Addition Multi-Family (4 or more stories) Existing-Plus-Addition Front Entry Orientation: Norllt East / uth / West / All Orientations (circle one or more) Number of. Dwelling Units: I _ _ Fluor Construction Type: Slab / s49inur �r/(circle one tx both) e Infiltration Control: tarltlan (circle one) BUILDING SHELL INSULATION Component irlsttlation Location/Comments Type R-Value (attic, to gunge% typical etc.) Wall .............. ��— Roof ............. _ Roof ............. Floor ............. Floor ............. Slab Edge ..... _ GLAZING Shading Devices Glazing - Arca Glass Type Interior Exterior Overhang Framing Type Orientation (so (single, double) (roller blind, etc.) (shadexrocn. etc) (yesino) (maWwood) Front.... (N) O ht31_ ,KON V1 IT E Front.... ( ) — — Leh...... E —�-- _� Left...... ( ) � • Rear..... Ri ght.... �. Right.... - I Sk.ylight....... Skylight....... THERMAL MASS - Type/Coveting Area Tllg �'bkttpottial, tile. etc... s les LocatioNDescri on schist, bath, etc. Certificate of Compliance: Residential CF -IR r"Jed rtw batt HVAC SYSTEM§ Maximum Furnace Heating Output: Built 1IUT WATER SYSTEMS Tank Manufacturer/Model N stem Ty (storage it . etc.) Capacity (or approved equal) Special Features) �10F,h(iEly �, NSIi'�I.E rr� 9 ('CZ7 4lA"IC I�1C7UST(`IiS- SPECIAL FEATURES/REMARKS (Add extra slieets if necessary) COMPLIANCE STATEMENT T1►is certificate of compliance lists the building features and performance specifications needed to comply with Title 24. ( 'lnapter 2-53 and Title 20, Chis ,ter 2. Subchapter 4, Article 1 of the California Adinhtrl adve code. '114s a rtiricatd Inas beon signed by the liulividunl with overall design responsibility and the building owner, who shall retain a cosy of It. and transmit the certificate to any subsequent purchaser of the bullding. When this certificate of complinrir� is submitted for a single Wilding plan to be built In multiple orientadoru. all building conservation featrues which vuy are indicated Incite Spedal Features/Rematics section. Designer Name: TldeNimt:T ( f 1 ,� Aitdreta: &) > LFT div F N N: _,,� /-• • (�Ipunrre) —Tl (due) Documentation Author Building Owner Na". Tiik/f�irm: Address: Telephoee: (altnaeue) Enforcement Agency Name- Agency- Te" ame:Agency-Tekp (dale) . hlpmm of ownp) (due) Minimum Duct Type (rurnaoe. air Efficiency Location Duct Output Manufacturer / Model N comdldoner. heat pump) (SE+ SEER.11Srr) (aide, etc.) R -Value (Ulull) (or approved equal) 1oLNT t2UAi FURNACir Lyr1P(zi: 4t�tZ 1 I TICS 7 I S 00 -LLNI" S 2(01 r,U _ �� L NN �G MA L T L C - PA Ci` Maximum Furnace Heating Output: Built 1IUT WATER SYSTEMS Tank Manufacturer/Model N stem Ty (storage it . etc.) Capacity (or approved equal) Special Features) �10F,h(iEly �, NSIi'�I.E rr� 9 ('CZ7 4lA"IC I�1C7UST(`IiS- SPECIAL FEATURES/REMARKS (Add extra slieets if necessary) COMPLIANCE STATEMENT T1►is certificate of compliance lists the building features and performance specifications needed to comply with Title 24. ( 'lnapter 2-53 and Title 20, Chis ,ter 2. Subchapter 4, Article 1 of the California Adinhtrl adve code. '114s a rtiricatd Inas beon signed by the liulividunl with overall design responsibility and the building owner, who shall retain a cosy of It. and transmit the certificate to any subsequent purchaser of the bullding. When this certificate of complinrir� is submitted for a single Wilding plan to be built In multiple orientadoru. all building conservation featrues which vuy are indicated Incite Spedal Features/Rematics section. Designer Name: TldeNimt:T ( f 1 ,� Aitdreta: &) > LFT div F N N: _,,� /-• • (�Ipunrre) —Tl (due) Documentation Author Building Owner Na". Tiik/f�irm: Address: Telephoee: (altnaeue) Enforcement Agency Name- Agency- Te" ame:Agency-Tekp (dale) . hlpmm of ownp) (due) s Point System Summary: Climate Zone l l P -2R • _PANAJWo , (,Ar-.)iN Project Title Date BUILDING DATA Conditioned Floor Area 2.to� �., Number of Stories Slab/Raised Floor IS Check all applicable Unit Type condition(s): [-J'Single Family Detached (SFD) [ J Addition Alone [) Single Family Attached (SFA) [ J Existing Building [ ] Multi -Family (MF) [ ) Existing -Plus -Addition SCORE CARD Measures Point Scores 1. Ceiling Insulation • 7 0 or R -value 1381 U -value 10.0301 2. Wall Insulation I or () R -value ( I I ] U -value 10.0981 3. Raised Floor Insulation [�, I I or (� R -value 1191 U -value 10.037] 4. Slab Edge Insulation or R-value(0] F2 factor 10.771 5. Infiltration Standard 0 6. Glass Heat Loss ;' L �L'� + Type (double] U -value (0.651 % Total Glass 1161 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North 01 /. x �L b. East ==.I x _ (, -f-�: c. South —1. 2,6 x �_ _ `Q . 0 2- d. d. West 2 x L— _ _ 4 0733 +.) e. Skylight x y' _ 8. Shading (Shade Closed) % Glass SC Eff. % Glass b. East x _ _ - c. South , ZL % x _1_� _ .. d. +2 e. Skylight x Y = 9. Interior Thermal Mass • (� Z Interior Mass/CFA 10. Exterior Wall Mass _ 0 (� Exterior Wall Mass 11. Heating System I S 1 x = U. 00 Zonal Control? ( Y / N) SE or IISI'F Duct Efficiency (0.78] Effective SE or 10.72/6.61 IISPF 10.56/5.151 12. Cooling System 1,0 x 2 = QU Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency 10.741 Effective SEER (7.03] i 13. Water Heating( U ---• Type ISGJ Credit (none] Point Total: Form Revised March 1988 . + (A Sum l-6 Sum 7-10 --�3 Glass Arca 9'o Glass. North � 0 East 5, 3 2- South(�(J West Skylight Total SCORE CARD Measures Point Scores 1. Ceiling Insulation • 7 0 or R -value 1381 U -value 10.0301 2. Wall Insulation I or () R -value ( I I ] U -value 10.0981 3. Raised Floor Insulation [�, I I or (� R -value 1191 U -value 10.037] 4. Slab Edge Insulation or R-value(0] F2 factor 10.771 5. Infiltration Standard 0 6. Glass Heat Loss ;' L �L'� + Type (double] U -value (0.651 % Total Glass 1161 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North 01 /. x �L b. East ==.I x _ (, -f-�: c. South —1. 2,6 x �_ _ `Q . 0 2- d. d. West 2 x L— _ _ 4 0733 +.) e. Skylight x y' _ 8. Shading (Shade Closed) % Glass SC Eff. % Glass b. East x _ _ - c. South , ZL % x _1_� _ .. d. +2 e. Skylight x Y = 9. Interior Thermal Mass • (� Z Interior Mass/CFA 10. Exterior Wall Mass _ 0 (� Exterior Wall Mass 11. Heating System I S 1 x = U. 00 Zonal Control? ( Y / N) SE or IISI'F Duct Efficiency (0.78] Effective SE or 10.72/6.61 IISPF 10.56/5.151 12. Cooling System 1,0 x 2 = QU Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency 10.741 Effective SEER (7.03] i 13. Water Heating( U ---• Type ISGJ Credit (none] Point Total: Form Revised March 1988 . + (A Sum l-6 Sum 7-10 --�3 Climate Zone 11 1.. Ceiling Insulation 4. Slah Edge Insulation Number of Stories R-vnfue One Two Three RO 0 0 0 R5 8 5 2 R-7 8 6 3 F2 Inctor 0.90 -4 Nomber of stories 0.80 R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 18 12 U -value 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11' 5 3 4. Slah Edge Insulation Number of Stories R-vnfue One Two Three RO 0 0 0 R5 8 5 2 R-7 8 6 3 F2 Inctor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 060 6 4 2 0.50 9 6 3 0.40 12 8 4 5. innIlralion (Air Leakage) Specification Points 2. Nall Insulation Standard 0 U -value 0.80 0.50. • s 0.30 0.10 0.08 0.06 _ 0.04 0.02 0.00 Single - Family Multi - Attached Family -51 -34 0 0 2 1 6 4 .153 Single - -76 Family R -value Detached R-0 -68 R-11 0 R-13 2 R-19 9 U -value 0.80 0.50. • s 0.30 0.10 0.08 0.06 _ 0.04 0.02 0.00 Single - Family Multi - Attached Family -51 -34 0 0 2 1 6 4 .153 -114 -76 -91 -68 46 -47 -36 -24 0 0 0 4 3 2 9 7 5 14 11 7 19 14 10 24 18 12 3. Raised Floor Insulation 6. (lass (lent Loss Tot Insulation In Floor Effective Percent Class Nmnbor of stories %Glass R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value •90 -37 -26 0.60 -144 .70 -46 0.50 -120 -58 -38 0.40 -95 46 -30 0.30 -69 -34 -22 0.20 43 -21 -14 0.10 -17 -8 -5 0.08 -11 .6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 29 48 Number of stories -7 R -value One Two Three R-0 -11 .7 -5 R-5 -4 • -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 6. (lass (lent Loss Tot Effective Percent Class U-vnfue %Glass Perconi (percent glass x SC) South .51 to .41 to .31 to 0.30 or Glass 8hrgln Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 •90 -37 -26 -14 .3 8 35 .75 -29 -19 -9 1 10 30 61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 5 -18 -10 -2 5 13 21 2 -17 -9 -2 6 13 20 49 -15 -8 -1 7 14. 29 48 -14 -7 0 7 14 24 •43 -12 -5 1 8 14 23 -40 -11 .4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 .20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -.6--- 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 t4 16 18 20 Point Tables 7. ShatHug (Shade Open) Effective Percent Class %Glass North (percent glass x SC) South Effective Skylight 18 -14 %Glass North East South West Skylight t8 16 5 1 4 4 2 5 1 1 na no 14 12 4 2 5 3 3 5 1 2 no no If 10 3 3 5 2 3 5 2 2 no 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 4 3 1 2 4 23 Oi-1 -7'3 2 q,-) 3 3 -20 -27 -65 2 0 0 1 0 3 1 -1 -1. 2 -1,- 2 0 ( `� 4 . -2 0 no - not allowed 8. Shading (Shade Closed) Effective Percent Glass (percent glass x SC) Effective %Glass North East South West Skylight 18 -14 -48 -69 -64 no 16 • -12 -42 -59 -55 na 14 -10 -35 -50 -46 no 12 -8 -29 -40 -37 no 11 -7 -26 -36 -33 no 10 -6 -23 -31. -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18. A7 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 41 3 -j0 - -6.. -4 -8 _ (o -23 , Y! 2 1 -1 --2 -9 1 0__...1 1 CZ/ 3- N Z 3 -' 34- 0 no - not all 9 4-68 Energy Conservation Manual Revised March 1988 Point Tablet/ 9. Inter for Thel Inal Mass Interior Single- Slab Flonr Raised Floor Mass Family Stildorl Multi Mass Stories Attached /CFA (Ino Two Three One Two Three 0.0 8 -5 -4 (--2) -1 -1 0.1 8 -5 -3 =1' 0 0 0.3 .7 .4 -2 0 1 1 0.5 6 -3 -1 1 1 2 0.7 5 -2 -1 1 2 2 0.9 5 -1 0 2 3 3 1.1 4 -1 1 3 4 4 1.3 3 0 2 3 4 5 1.5 3 1 2 4 5 5 2.0 •1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 6 8 9 11 12 12 6.0 6 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 1 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. [leafing System SP or 1ISPF (assume) ducts In attic) continued.. .,I Poiret Swent I L Ileltting System (continued) rrrcctive Sr or IISPF (SI? or IISI'F x duct eMclency) SF,ER Sum of 1.6 Sum of 1-6 -Family Detached and Fffoctivo -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -16 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.80 3 3 3 2 2 1 0.80 7.33 8 1 6 5 4 3 0.85 7.79 13 1110 8 7 5 0.90 8.29 17 11 13 11 9 7 0.95 8.71 20 1 15 13 11 8 continued.. .,I Poiret Swent I L Ileltting System (continued) rrrcctive Sr or IISPF (SI? or IISI'F x duct eMclency) Zonal Control Adjustment Synlem Type Rosistanco 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SF,ER Sum of 1-6 -Family Detached and Fffoctivo -25 or -24 to -14 to 4 to 46 to 16 or 8E 11SPF loss -15 -5 +5 +15 more 0.10 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60- 5.50___.5. 5 4 3 3. 2 070 642 17 15 13 ._ 11 9 7 0110 733 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment Synlem Type Rosistanco 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories . One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Clunale Zone 11 13..Water Beating SF,ER Single -Family Detached and Attached (assumes ducts In attic) Unit Size (SQ Sum of 7-10 1199 1200 -25or -24 to -14 to -4 to +6 to 16 or PEER loss -15 -5 +5 +15 more 00 -14 -12 -10 -8 -6 -4 85 -9 -7 .-6 -5 4 _3 09 -5 -4 -4 -3 -2 -2 90 -4 -3 -3 -2 -2 -1 9,5 0 0 0 0 0 0 10.0 4 3' 3 2 2 1 1(1.5 7 6 5 4 3 2 SE None -37 -24 -18 -15 17 0 15 13 11 9 7 5 11.0 20 . 17 14 12 9 6 -9 -7 rfTecllve SUR WSB -25 (Sl --.FR x duct eMclency) -12 -10 -8 Sum of 7-10 POU -18 -12 Fllnetivo-25 or -24 to -11410 -4 to +6 to 16 or SEER loss -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 .6 -4 6.6 -5 4 -4 -3 -2 -2 7.00__0_.00 -11 • -9 0 0 80 9 8 6 5` 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories . One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Clunale Zone 11 13..Water Beating Single -Family Detached and Attached Unit Size (SQ Water 1199 1200 1700 2200 2706 Heater Credit or to to to or Typo Typo less •1699 2199 2699 more SO None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WS8 5 3 3 2'. 2 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 WSB -25 -16 -12 -10 -8 POU -18 -12 -9 -7 -6 10 None -5 -3 -2 -2 -2 Solar 7 5 4 3 2 POU 3 2 1 1 1 IE None -28 -19 -14 -11 • -9 Solar 8. 5 4 3 3. POU -10 -6 .-S -4 -3. Multi -Family (Individual units) Unit Size (sQ Water 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SO None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2. WSB 9 4 3 2 2 POU 9 5 3 2 2 SE None -45 -23. -15 -11 .. .-9 Solar 2 1 1 .0 0 1IWR -23 -12 -8 -6 -6 WSB -25 -13 -8 -6 -5 POU -23 -12 -8 -6 -5 IG None -8 4 -3 -2 -2 Solar 6 3 2 1 1 POU 1 0 0 0 0 IE None -30 -15 10 -8 6 Solar 18 9 6 4 4 POU -8 4 -3 -2 -2 4-69 Calculation Procedures A, B, C, B CaICUlalioll plocedurA A . Summer Inllllralint) for the Entire House 1. Air Chingos Per flour from Table 5 .................. _ 2. Volume of Conditioned Space .......................... = Floor Area X Ceiling Height le Q AC/HFI D —�0&7) Sq. Ft. X ( �) Ft. D (o. U Cu. Ft. 3. Total Inllltratlon = ACIHn X U 7Cu. F1. X 0.0167 = 0.0 CFM CelcUlatlon Procedure 8 • Summer Inllltrallon film For Windows & Doors 1. Design Temperature Difference = Summer Design . Room Temperature .F 2. Total Infiltration from Caiculatl9 rocedure A .......... t =W—Blulhi/Sq. CFM 3. Sensible Gain = 1.1 X 'F X_ 161. ri � CFM ...... =Bluh 4. Total Area of Windows and oors (Lines 7 S 8 on J) ...... —q. F1. 5. Him= L Bluti + Sq. Ft............ _ Ft. l:arcuiation Pioceduro C . Latent Infiltration Gain For The Entire House 1. Grains of Moisture Difference from Table 1 .......................................... = gr 2. Total infiltration from Calculation Procedure A ....................................... = CFM 3. Total Latent Load = 0.68 X gr X CFM = Biuh Calculation Plocedure D . Equipment Sizing Calculation Mechanical Ventilation = Design Temp. 0111. No. 1; Calculation Procnolure B Design Grains No. 1; Calculation Procedure C_ Deslreo Temlr. Swing ( ) Temp. Swing Multiplier (TSM) Senr.1ble Ventilation Load = 1.1 X Vent CFM Temp. Swim Vent CFM Summer DSI _'F Diff. 85.90 g► 95 100 105 110_ —X 'F Dill. _ Multipliers 1.00 1.00 1.00 1.05 1.10 Btuh Senrible Load for Stmclure from Line 19 ................................ + Told Sensible Load ..................................(Structure Load + Ventilation Load) = Temperature Swing Multiplier X (TSM) Sensible; Equipment Sizing Load ........ = Bluh Latent Load for Appliances 8 People = 230 X 1 People 120 1 2160 = h () Bluh Lalunl Veolilnllon Lord = 0.68 X Vent CFM _ X GR + Bluh Latent Infiltration Lond from Calculation Procedure C .................................... + Latent; Equipment Sizing Load . _� (�, 4 Bluh FORM J--1 Including calculation Procedures A, B, C. D Conyrlghl by the Air Condllloning Conlrnclors of Amarinll Formerly: Nnllonal En I►onmental Systems Contractors Aesociallon 1228 171h Street N.W. Plan No. Dale Calculated by Wnshinglon, D.C. 2oo:lfl 1. "rinledInUS.A. WORKSHEET FOR MANUAL J 1982 LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Nathe _f -NA_10 Address _. �t L City and Stale or Prov By: Conlractor_. Address _. City . Design Conditions I Winter Outside (lb (_ •F Inside db 70 F Winter Design Temperature Difference — 3-1— • F 11 Summer Outside db J.P-�_ •F Inslde db _�� •F Summer Design Temperature Difference —31•F Grains U Dally Range Healing Summary Total Heat Loss for Entire House (Line Is) _ �O 5 1� 11�) X 1. 3 —Bluh VCnlilaUnn CFM - —,.—.--.Winter Drslgn Temperature Difference - __ •F Heal Required for Ventilation Air = 1.1 X __ CFM X OF Design Hl±acing Land Requirement= - _�_.......___-• _ (house) _ (Veal) c / Cooling Summary K, Total Sonslblo ()sill I 2 Bluh (Cnloulnllon Procedurn D) Doslgn Tomporaluro Swings ~� Tolal Lalonl Gain I- Bluh (Cnloulnllon Procedure D) Normal 38 ( X ) 4.5• Total = !lens. 4• int. _ _ �o Bluh VenlilationCFM = CP..rylflpinenl Summary Make N�XModel_0'1(1L.^5U-- Typo Q11 L ACK, Healing Input (Illull) Heating Oulpul (nitih)-Elllclency _ Sensible Fooling (Iltuh) _ Z� io _ Lalent Cooling (Illuh) / Total (Bluh) COPIEERISEER _. _� • �� Cooling CFM _ Cl O Healing CFM _ Space Thrrmoslal Heal( ) Cool ( ) HealfCool ( ✓) Night Sol back( ) Construction Data Windows Floor Doors Walls Flool _ Ceiling Partitions Basement Walls Ground Slab L �lis=w C BUSL - :3aC cmm�cas �: I I f Tom= I '� ► `►� I == I '�� I -- I ! B� r►:.. �� .►�.a I �� I ss or r.-�• w �s�IJt+= � ► _%-- ! " :.c_= I i:� I z"" - � ::.C.a ! a ! _ • :r^ : : �� i z... ! .:: I ;,�� !_= I ,►�s:� ISI '� "� `(����� � ��� ! - t t � .. ! I I I I I .==posed Ibl tL�aiis and i s -I ! �•� 1 I I I ' i I I I ' I I i ff-M===SIdl!I I I ! I I I ! ! I 6�; mmd aku Ib 'Dours lcl1 �TIC==9) I d I! rLD 1(,7 illj3�� r� �... rEdR or �m &.%'W Moms Ism or SWI Ig►��-I lyl� I'��.�I lo�.� I � v�l 5.1v 121�1!�: �I +. I . •I I I .. I _ I -- _.I .- � I .: - � '��:. • (=II % LI � �I 2 •I I ID°(4��°I5'1230'�•��I I I� I I � -t I •. I •! � i • � - Ibl I •- - I. I I . .. I._• !� � • and Ic I I I I I !t' d I 101 I=IIGGII.311,2II?L7111�4111152U I I ! I I I I I I I I �� == •• Ibl 1 I� I �. •� I� t :� I I ! I I I I I �i ;ujF== I=12a I I I I 77 777I 9071�,Y7' bl u:Smb Total Bah law= c�s+� ic►—i;,� I 1 4 4 '� I I I i I. I I I I I i j 16 i Pec�ie a 300 and APPWC S =0j I �i 2 �I 0 D `��� ' � ' — ►&il�ssc B=a Gam I i205 I i i ! • ; I 1 1) gC/4i<PmU I ! I I I I I toi��i e_ � •--.o :�' iii iii a��- .a :.C, ENGINE.'I DATA r-- GCS10 AND GCS10X SERIES coMr,•i,N,r TION L�LSLAr/iL�Lr/D� iLiT DX COOLING & GAS HEADING k, *25,000 to 68,600 Btuh Cooling Capacity RE� P 50,000 and 76,000 Btuh Input Heating Capacity �a tip p NUIOyI li '\ y Ott, 'DOE and AM standard 210 notinps µ " r p ��i SuperseJU• a uery 1987 cis 10anial 'nRnn o• /IV _ Lennox DURACURVEO Cold Rolled Steel Meet Exchanger 160,000 Btuh Input Model) Aluminized Steel Burners . Typical Applicatlomp. Rooftop Installation Rooftop Installation With Combination Supply And Return Air System NOPE —Specifications, Ratings end Dimensions subject to change without notice. Unit till n slab nt pintle level, I-I'.j �.1-1 I I'Jq 1 � 1 I. ' �`•—J1tJJ11k� 11 � 1-T i 1J � I I •� `• I I t•L `> ///�_ Rooftop Installation with Horizontal Economizer • l] 0 7 16 1• RDE10-65 Duct Enclosure loptlonall — The duul enulostll• mounts to the unit and roof mounlIlld (rune. Duct enclosure Is funnlshed as stand- ard with the REMDi0M ucoliomhzur suction. Enuiosme Is completely Insulated with thick fiburuluss Insulation, has a bukud-un polyester finish and Is shipped factory assembled. Supply and return air openlnue 118 Inch diameter) are located In Ilia bottom of lite enclosure. Minimum outdoor air damper allows a fixed utnount (0-26%) of outdoor air Into the system. A one inch thick frame type disposable filter Is furnished In the enclosure. Filter rack will accept up to two Inch thick filter. Removable penal allows easy access to filter. EMDHi0M-65 Horizontal Economizer (Optional) — The horizontal economizer section is shipped luclury ussumblud and wired and fluid Installs on the GCS10(X) unit. The economizer section consists of: heavy gauge steel cabinet with baked un polyester finish, fully Insulated with thick fiberglass insulation, recirculated air and outdoor air dampers. Formed damper blades rotate smoothly In nylon bearings and are gaeketed for tight seal. The positioning of the outdoor and recirculated air damper Is accom- plished by a 24 volt fully modulating electronic spring return damper motor with adjustable minimum position potontlontotor and controlled by the room thermostat, mixed air sensor end solid-state adjustable outdoor air enthalpy control. The enthalpy control allows 0 to 100% outdoor air to be used for "free cooling" when outdoor hunlldily and temperature are acceptable. A one inch thick frame type disposublu Ilhur Is furnished. Filter rack will accept up to two inch thick filter. Removable panel allows easy access to filter. Outdoor air hood has a bird screon. GED10-65 Gravity Exhatiat Dampers (Optional) — Available for use with EMDHiOM-65 horizontal economizer assembly. Pressure operated assembly field installs in the return air duct adjacent to the economizer assembly. REMD10M-65 Economizer IOptlonal) — The complete ecollonilter assembly consists of: RDE10 duct enclosure, air Intake hood, catnblrte- tlon ouldoor air and recirculated air damper with pressure operated exhaust air dampers. The economizer dampers and controls are shipped factory assembled and wired. The positioning of the outdoor and recirculated air damper Is accomplished by a 24 volt fully modulating electronic spring return damper motor with adjustable minimum position potentiometer and controlled by the room thermostat, mixed air sensor and solid-state adjustable outdoor air enthalpy control. The enthalpy control allows 0 to 100% outdoor air to be used for "free cooling" when outdoor humidity and temperature are acceptable. Supply and return air openings 118 Inch diameter) are located in the bottom of the duct enclosure. A one Inch thick frame type disposable filter Is furnished In the enclosure. Filler tack will accept up to two inch thick filter. Removable panel allows easy access to filter, _. Differential Enthalpy Control (Optional) — A solid-state return air enthalpy sensor Is available to be used with the outdoor air enthalpy sensor to determine which air has the lowest enthalpy. The air with the lowest enthalpy will be selected. Return air enthalpy sensor (64G44) field Installs In Ilse REMDiOM-65 or EMDHi0M-65 economizer damper section and must be ordered extra. RTDE10 86 Triangular Duct Enclosure (Optional) — The duct enclosure mounts to the unit and roof mounting frame. Enclosure Is completely Insulated with thick fiberglass Insulation, has a baked -on polyester finish and Is shipped factory assembled. Supply and return air openings (18 Inch diameter) are located In the bottom of the enclosure. Minimum outdoor air damper allows a fixed amount (0-25%) of outdoor air into the system. A one Inch thick frame type disposable filter is furnished in the enclosure. Removable panel allows easy access to filter. SPECJEIefirnoNS. Model. No. OCS10-261.60 (1 t:81OX 201 40,004 CS10-311-50 GC810X-311-50 GCS10-411-50 ttGCS10X-411-Ii0 GCS10-41 -413-76 tIGCS1_OX-411-41_3-75 Heating capacity input Muhl. 60.000 50.000 40,000 40,000 75.000 68,000 tHeating capacity out u .1{ilylll tA.F.U.E. California Seas( an I EfflQfpll'Y. *ARI Standar( 270 Sli mia 83 73. 8.0% 73.1% 78.0% 73.1% 71.2% 7.8 8.2 8.0 7.8 *ARI Total cool illi Epl!oclt fah) 26,000 29,600 35 600 34 600 Standard 210 Ratio s Total unit Yygll SEER Bu IIIYYQlls 3110 3645 4310 418b 9.00 8:05 9.00 9.00 8.10 8.25 9.00 6.25 EF Btul uta Refri erant IR -22 charge 1 3 Ills. 14 oz. 4 Ills. 9 oz. 5 lbs. 2 oz. 4 Ihs. 7 oz. Evaporator Blower whool nominal dlamotor x width 1111.) 1 10 x 8 10 x 8 10 x 8 10 x 8 Blower Motor horso towor 1 1 1/3 1/3 1/3 1/3 Evaporator Coil LNot face arog _jsp_L.L._ pe diarnglll[.IIIL•L& Numhi oLf!!Y>!s _ is per 1 n; 330 - 3.30 3.30 6.¢9 8 3 8 — 3 3/8 — 3 3/8 — 2 15 15 ifi Condenser Coil Not face arug- eg�It. _.—__ Tube diam WILL111.1 &uI11U91.Of rows 1�, 12.3 12.3 6. a— 1 3/8 — 1-1/4 3/8 — 1-172- 3/8 — Fins Der int. 8 18 18 18 Diameter I & Nombor of Hades 20— 4 20 — 4 20-4 24 — 3 Condenser Air volume cfm 3200 3200 3200 3300 Fan Motor horsepower 1/4 1/4 1/4 1/6 Motor watts 310 310 310 220 Gas Piping connection milt I . Notur and " G 1/2 1/2 1/2 1/2 Recommended gas supply pressure (wc-in. Nuhrrol 7 7 7 7 IV, 1 11 11 11 **LPG change ver kit — nl!Ijonal Condensate drain size I pl Il!1:) LB -3316 CAF LB-33151CAF LB-33151CAF LB -3316 CA 3/4 3/4 3/4 3/ Net weight lbs; of ba Ig 111111 380 410 REfJV 1 400 1 430 p10M-65 (160 lbs.) 420 400 1 450 515 (1) 20 x 25 x 1 (Throwaway) Shippina wei h lbs. o L)gsle unit — 1 package Optional Econol sizer I y(.Wlull ht — no. & size oI filters In. Opt. Horizontal Ec_ onotill(gr_(Not - o. & size of filtersEM011101VI-65 (80 lbs.) (1) 20 x 25 x 1 (Throwaway) Optional Gravity Exhaus( /111 Damnors (Net Wol ht) GEDIO-65 4 lbs. use with EMDHI0M-65 Optional Duct Enclosure with Manuel Outdoor Air Damper Net Wt. and No. & size of filters fin.) RDE10-65 (110 lbs.) 111 20 x 25 x 1 (Throwaway) Optional Triangular Duct Enclosure with Manual Outdoor Air Damper Net t. and flu, Ok size of (iltors (in.) RTDE10-65 (90 lbs.) 111 20 x 25 x 1 (Throwaway) RMFG10.65 130 lbs.ombination f Mountin unto Not Wol ht n1iona Culling d Hoturn Dllluuutset Weight) Stup-down F Itlell RTD9-65 (67 lbs.) FD9-65 (33 lbs.) *Sound Rating Number In aurutdunco will AIII Olundunl 270, fr Not recorranunded wllh OC8101X)-411.60 modals. 'Rated in accordance with AIII 8landard 210 and DOE; 06"F outdoor alr tampuralme and 60°F db/61°F wb entering evaporator alr. "For LPG units a field chanlluuvut lilt Is luquhud urud timet be unfilled extra. tAnnual Fuel Utllltation Lllluluncy busud un DOL lust pmcudmus slid FTC labeling regulations. (Non W models only) 11'X' Models available for nalulal Use only. -23- • s • • U1 COOLING RATINGS NOTE - To determine sensible capacity, leaving wet bulb and dry bulb temperatures not shown /it the tables, see Miscellaneous Engineering Data section, Page 9. OC6101X1-261-60 OLING CAPACITY -- -- ------ -.._ __ .._............. ..........o,.., w1 u,u.vo, nlurur near ueuucoon. 1926( '�-N�16LE GC610(XI-311-50 COOLING CAPACITY Enter. Wet Bulb Air Total7(Cap.Watts Vol. (ctml 29,500 2610 Sensible To et �lY. .76 Total o S/T° !!Ib 1 IAL .98 - 85 Com p'To Motor Watts Input 2800 qusmjLtls. Sensible Q( 78 .78 Total S T Bulb °) 80 .90 1.00 uarinn Condenser Condenser Coil °F °F 63 1000 1200 34,000 32,300 Enter. Total Total S/T1°F► BO L� Bulb °30r:1818 80-81- 86 900 26,600 3020 .80 .92 1.00 25,000 3280 .82 95 1.00 53 1060 1200 105 3850 .80 I13 116 1.00 1.00 28,900 Wet Bulb Air Vol. Tota) Cool Comp. Sensible To Total Total Com p' Sensible To Total Total Comp. Sensible Total Comp. Sensible 1°FI Win) Cap. Motor Watts Ratio S 31,70() 32,4(X)_ 33,000 Cool Ca p Motor Watts Ratio ISM Cool Cap. Motor To Ratio Total S/T Cool Motor To Ratio Total S .74 .86 26,600 3380 IBtult) Input D 78 Bulb 80 °F 64 Ietuhl Input Dr 76 Bulb ° (Btuh) Watts Input Dr 76 ° Bulb F 80 ti4 Cap. (Btuh) Watts Input Dr 76 Bulb 00 F °Fl. 0� .05 1.00 4000 900 700 25,100 2220 75 .06 .96 23,0100 238() .76 ,80 ,00 22,600 2580 .78 .90 1.00 21,200 2800 .81 .93 1.00 860 53 28,000- 2260 7U .02 1.00 24,71X) 2420 el 04 1.W 23,300 2620 .84 .97 1.00 21,8(01 2850 .87 1.00 1.00 AIr%TC - A11 101X) 28,11(X) 2280 .84 .97 1.00 26,300 2460 .86 1.00 1.00 24,000 2660 .89 1.00 1.00 22,700 2900 .92 1.00 1.1X1 700 27,10X) 2200 bU .69 ,79 2U,0(Nl 2400 .60 .71 .01 2 2660 .61 .7 .64 22,60) 2890 .03 .76 67 860 27,11(X) 2320 .62 .74 ,86 .07 05 20,3(X) 2490 .63 .75 24,700 2690 1 .65 .78 91 23,000 2930 2340 20,800 2610 .68 .80 .94 00 2720 .68 .83 .97 23,400 2960 .66 .70 .81 .00 101)0 28,31X) .66 .78 .01 1.00 7110 28,UIN1 2360 .46 27,300 2630 .45 .65 .66 26,700 2750 .46 .57 .67 24,000 2990 .47 .60 -To 71 SiiO 29,0(X1- 2380 .46 *.60.72 28,000 2660 .47 .58 .70 26,300 2780 .47 .60 .72 24,400 3030 .48 .62 .76 NnTF- All 1000 .,°i,.e° 30,200 °.., ......... 2400 _••___,.,-- .47 -- 28,6()0 2580 .48 .61 .76 1126,700 2800 .49 .63 .77 24,600 3050 .60 .66 .81 -- -- ------ -.._ __ .._............. ..........o,.., w1 u,u.vo, nlurur near ueuucoon. 1926( '�-N�16LE GC610(XI-311-50 COOLING CAPACITY Enter. Wet Bulb Air Total7(Cap.Watts Vol. (ctml 29,500 2610 Sensible To et �lY. .76 Total o S/T° !!Ib 1 IAL .98 out Total Cool Cap. (Btulr) 28,100 85 Com p'To Motor Watts Input 2800 qusmjLtls. Sensible Q( 78 .78 Total S T Bulb °) 80 .90 1.00 Itering )ring Condenser Coll °F 63 1000 1200 34,000 32,300 105 Total Comp. Sensible Cool Motor To Total Retlo S/T Ce Watts ° p' Dr Bulb F IBtuh1 Input 76 80 84 16 Sensible Total . Comp. To Cool MotorRatio Ratio Cap. Watts Dr Ietuhl Input 78 Total S/T1°F► BO L� Bulb °30r:1818 80-81- el 900 26,600 3020 .80 .92 1.00 25,000 3280 .82 .95 1.00 53 1060 1200 30,30(1_2640 31,0(X1 3850 .80 I13 1.00 1.00 1.00 28,900 2830 .82 .95 1.00 27,400 3050 .84 .98 1.00 25,600 3320 1.00 1.00 1.00 1.0(1 2600 20,2()0 2860 .85 .90 1.00 28,100 3080 .87 1.00 1.00 .87 26,200 3350 .00 1.00 67 900 low 1200 31,70() 32,4(X)_ 33,000 2680 2700 .60 :70 .81 30,100 2870 .61 .72 .83 28,400 3110 .62 .74 .86 26,600 3380 .64 .76 .09 _62 .84 .74 .66 30,800 2900 .63 .76 1.88. 29,000 3130 .64 1 .78 .91 27,100 3410 3300 .66 2720 .77 .90 31,300 2920 .66 .79 .93 29,400 3150 .67 .82 .96 27,500 3430 .81 .85 .05 1.00 4000 900 34,000 2750 .45 .55 .66 32,300 2950 .46 .56 .67 30,400 3200 .46 .57 .69 28,400 3480 L.48 .69 .71 71 1060 34,700 2770 .46 .57 .69 32,900 2980 .47 .59 .70 30,900 3220 .47 .60 .73 28,800 3510 .62 .76 AIr%TC - A11 121X)35,31x1 .... L- _-_ .....__ 2780 __.___,..__ .47 .69 .72 33,400 2990 .48 .61 .74 31300 3240 .49 63 .76 29,200 3530 .66 .70 -- ----•---...-- -.._ .._.....................,,,,,,,,..,, ..­ wwv nlurur nuar uuuucoon. GCS101X1.411-50 COOLING CAPACITY Enter. Wet Bulb (°F) Tula) Air Vol. Win) - - -•- 8- - �euelh 6 Total Collip. Cool Motor ltl Total 11u11sIJ811�1 Call, Watts _pIY HUlb 11 (Bttill) Input 35,7_00 3120 .70 .87 .97 37,000 3170 .00 .03 1.00 38,000 3210 .115 .98 1.00 -Ouldlt!?LAir TemaBrDW[1 $ it@LD 1 �-_- 68nslb 6 To Tula, Ilullo full). ply B� dr Total Coul Cap. (Stull) 6811511116 Comp. To Total Motor Watts �k InputIt h 3340 .77 .89 1.00 Total Cool Cap. (Btuh) Comp. Sensible Motor To Total Watts Ratio S Input r Bulb ° Total Cool Cap. (Stull) Comp. Motor Walla Input 63 1000 1200 34,000 32,300 3560 .79 .91 1.00 30,600 3780 el 04 1.00 35,100 3400 .82 .95 1.00 33,400 3630 .84 .98 1.00 31,500 3850 1.00 1.00 1400 30,000 3440 .87 1.00 1.00 34,400 3680 .90 1.00 1.00 32,700 3920 .87 .03 1.00 1.00 67 1000 38,200 3230 _60 .62 _70 .74 .81 30,300_ 3450 .60 .72 -.T5001-64-. .83 .89 34,400 3680 .62 .73 .86F35,400 3910_ .63 .76 .08 1200 39,300 3270 .86 37,300 .76 36,200 3730 .65 .78 .91 3960 .07 .81 .95 1400 40,100 3300 .66 .79 .02 311,000 3540 .67 .81 .96 35,900 3770 .68 .83 .98 4000 .70 .08 1.00 1000 41,000 3340 .45 .55 .65 38,000 3580 .46 .56 .68 36,800 3820 .46 .67 .68 4050 .47 71 1200 42,000 3300 .40 .60 .69 39,800 3020 .47 .69 .71 37,600 3860 .48 .60 .73 4100 .48 A.62.75 1400 42,7003410 .48 .60 .73 40,400 3650 .48 .62 .76 38,200 3890 .49 .63 .78 4130 •.50 •� •- a,o Musa uul,uunlua unu no not mctrme evaporator coil Ulower motor heat deduction. -28o- Mandatory Measures Checklist: Residential MF -1R . NOTE: Lowrise residendal buildings subject to the Standards mug contain Chess measures regardless of the compliance approach used. Items marked with an asterisk(*) maybe superseded by more stringent compliance requinments listed ppren the Certificate of Compliance. When this checklist ls Incorporated Into the permit documents, the features noted shall be considered by.all parties as binding minimum component Perforonance, specifications for the mandatery messes whether they are shown elsewhere in the documents or on this checklist only. DESCRwnom Building Envelope Measures • 12-5352(a): Minimum ceiling insulation R-19 weighted avenge, 12.5352(b): Loose fill insulation manufacturer's labeled R -Value, • 12-5352(c): Minimum wall Insulation In framed walls R-11 weighted avusge (does not apply to exterior mass walls). 12-5352(ky Stab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. 12-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form, 12-5352((} Vapor barriers mandatory In Climate Zones 14 and 16 only. 12.5312: Infdtradon/Exfdtration Controls L Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. Is. Dmors and windows certiried. C. Doors and windows weathentsipped: all joints and Penctr dons caulked and sealed. 12-55352 Special infiltration barrier Installed to comply with 12.5331 meets CEC quality 12-5352(d): Installation of Fireplaces I - Mxoonry and factory -built fireplaces have: L Tight rotting, closeable metal or glaze door b. outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-3303: Space conditioning equipment siring.attach akuladons 12-5352(h)9M2-5315: Setback therfr-MM on all applicableheating systems. • 12-5316(x): Ducts constructed, installed and insulated per Chapter 1% 1976 UMC. 12.5316(br Exhaust systems have damper controls. 12-5314(c): Gas-fired space heating equipment has Intermittent ignition devices, 12-5314: HVAC equipment, water locate", showerheads and faucets certified by the CEC. 12-5352(1): Water heater insulation blanket (R-12 er greater) o eombtned interior/exterior Insulation (R-16 or greater): rust 3 feel of pipes closest to link Insulated (R-3 or pester). 12-5312(Exception 1): Pipe insulation on steam and steam condensate return d: recirculating piping. 12-5318(dr Swimming pool Heating 1. System has: A. On/off switch on heater. b. Weatherproof instruction plate on hamar. c. Plumbed to allow for solo. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Tune clock. S. Directional watu inlet. Lighting and Appliance Measures 12-5352O)t Lighting • 23 lumens/watt of greater for general lighting in kitchens and bathrooms. 12-5314(c): Gas rued appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators• refrigeratnr-frmters, freeun and nuotesunt lamp ballasts eerUrred by the CEC. Indicate snake and model number. 1'aWOG-9: ShddlgCNOClewjorfnru(arShddlntDevkes SC O� . gC(Sa.bCfataQ ctaringInt Ptamtat theta Dnetr� vtted..etmet'� .73 .74 .78 .84 .82 tl 82 6.7 Only NeevU4 WWW .1s 11 •13 f 1 .1s .11 :91 6.3 .90 01TaUttt Menlo Ltltut lsot.rstork) i02tl0.15) (OAt/630) (e.x) (0.74) Stolk hat Clear CtaM t'ton0 Meal 1.00 0." 0.91 0.61 0.80 033 Qn 0.64 031 030 Wood 0.76 0.69 0.41 033 026 Doel+lt PSN tsar, cum Notre Men) om 0370.66 0.73 0.11 0.41 Obi 037 Wood 0.67 031 0.41 036 0.49 029 023 Table 4.11: UVAC Duet Ardemy rote&" Ont StoryRuildiatt: f' Doc Attie Vented Crawl Space R -Value Heating Cooling Heating Cooling 2.1 42 .73 .74 .78 .84 .82 tl 82 6.7 .s.6 94 .83 • .84 .87 TWO- dad MOrtdtory BuiWats: Duct Attk Vented Crawl Space R -Value Heating . Cooling Hating cooling 2,1 4.: .1s 11 •13 f 1 .1s .11 :91 6.3 .90 .89 .90 .91 J t1Sf2pi89 0800 'x`816 67.1 0822 LAUGHLIN AND CO t.- L 1 L I iii Coo �''•(V[0 t�'I�t"m�td1�'c�c 1003 LIVE OAK BOULEVARD (916) 671-I008 YUBA CITY, 95991 I FAX MES"SAGE, T'0 TtiE `1- i.'I`ENTIO.I UE: N NAME: � � UT � Lu • D �I -d-. COMPANY:'� FAX NUMBEIR: FROM: -, L-Auck]L DATE Au'r, oe .X. c)V IZK✓ :T D .i.le AllJG-21 - PMN ? 19 X 1 6 6 7 1 0 IS2� 1 03 89 08:31 _ X916 671 0822 LALrrHLIN AND CO I Fidelity National Title e� INSURANCE COMPANY OF CALir-OML6, (916) 742-5157 - 120 FIFTH S2REET - P. 0. BOX. 110 tIA.RyS LLE, CA 959011 FAX NumBER (916) 743.7042 f RAPICOWYACSI.MILE COYER LETTER PLEASE DELIVER THE FOLLOWING PAGES TO: LOCATION: WL ARE TRANSMITTING A TOTAL OF PAGES INCLUD, COVER LETTER. DATE: a oo TIME: SUBJECT/CLIENTi I? YOU DO NOT RECEIVE ALL THE PAGES. PLEASE CALL SOON AS PASSIBLE,. Original WM NOT follow 0rlgiU41 will follow by.- First: y:Firm Class Mail Express ka3 , Federal Egress " Hand Deljvery Hllls-..' 1 —���a h1iIN . ';16 6 7 1 0 P. 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'ftit ¢flloti o$ i d 4oetaiaie� 64,v Am, "me ®i' smeonMeyed to W, T, bldyfi et 4 by Wild Ow" " at* i?&a of roeord 16 -seed � tto of OffWO Roeae'da, at P44 SON teeade of Outio Counyj Ci€itarnlb. 6) Thspored of lord e�Wed Clu se Waitor MoQaar� WIN aft" Countay 1 CI B by deed of mord to Book 383 of c(Owd MOOF44 at � 409, of Butte county, cWROMIC _ i All tit I - - j + in on am wab mly bo pt d tt" tint loiloa� at m stint wbich i9 distat worm bo® fo:' test mt a .5�,, pt�o eat !4+6@it the q�ttar eorn�ar eoatrnan Seatias !Q WA lot TGw0sip61T Most l taste M.Q.B. dE 8t.rotiom said at of b�irni r It m0 00' of a r W#14 111w • ea�e0 South � et seat, �.8 dost �o► the polm a! �ioitatlr�., ���.• a An at the gas to at on arw wmeh maw be pre¢htaed from life febw1m dt�ribed All tlt part of the ftutn hall of the S"tlraawt' HZ ltoetF4 Ite e t Eget, KID -L ap M., that lips al o e m� ths9aB o'fo f Itoe matieo Ototl Ma em { AUG 21 -S9 M 0 N f .. 1 91 E. E.7 1 0$22 P. 05 0.4_20 8:1 08: 33 V916 671 08?2 ""''" """ EAUC_,HEYN AND CO 06 1 ' Mr �.. r .. M� tr•.�a.�'� �.+•r�P++ylvr �.��.• w ��M.r...wrle. �.�..wr�.v�..� Iftevwt tsa. t3itt I= 2 datod b0combft 14p 1950* by i.� .Sod b*tVoft the V= Utter, ON, as sus", =MdW AprU "s US& In Volum Stoo *t ` wilA Cacm to..44h At I' o !F o I, Of., g's & j= ljGa--2 1 —ti{'9 Plots 7 . 1.21 12 OF*=Wff 9 1 E., 67 1 082' Fr 0 Wwafted J UU4gg day at I � r ' , 1 GL 1 r • c A� MAr4{ �ItMM. mar �.449LUM . A�sB iRO.'srit fftev sAw4oftdtaww1Aro* . At I' o !F o I, Of., g's & j= ljGa--2 1 —ti{'9 Plots 7 . 1.21 12 OF*=Wff 9 1 E., 67 1 082' Fr 0 COUNTY OF BUTTE - DEPAnTtyE�NT OF PUBLIC WORKS -- Q 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 8/7/89 Laughlin and Company RE: Wild Goose Gun Club 1008 Live Oak Blvd. Yuba City, CA A.P. # 21-030-09 Permit #2369-89 With reference to the above subject: Z_ -)LL Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet X Engr. Calcs (Portion) Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER /X / We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 416.00 payable to Butte County Treasurer. X Certificate of Worlmen's Compensation Insurance or check exemption statement. X Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. X Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico X_ 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing _ x Recorded copy of agricultural acknowledgement statement. 11 OTHERGridley School District Fees Paid. r r .. See also attached list'. - J eAff Should you have any questions concerning.the above, please contact this office. Contact John R. Henry Yours very truly, William Cheff Director of Public Works Glander JFG/aj Chief Building Inspector Provide the following additional information. 1. The parcel lies within FEMA Flood Zone A. Provide a letter signed by California R.C.E. that the building lies above the 100 year flood level. The flood elevation is to be indicated on the U.S.C.G.S. datum as well as a reference bench mark established near the.building site. 2. Provide a letter of intent that the proposed building is not to be used as permanent occupancy. 3. Provide dimensioned plot plan showing proposed building and proximity to existing buildings and property lines. 4. Submit truss details.for roof. 5. Note required footing sizes on plans per calc.'s. 6. All details in calc's should be put on plans, specifically connections. 7. Show braced bays on foundation plan for clarification. 8. Calc's indicate parking below building. Provide one—hour occupancy separation per UBC 503 and show on plans. 9. Note header size per calc's. -i Yle�VKSIVIV Panattoni Development Company August 28, 1989 County of Butte Building Department Oroville, Ca 95965 Re: Wild Goose Club Cabin for A. Panattoni Gentlemen: I wish to inform you that the open area below my proposed cabin is not intended for automobile use or storage. There will be no fire hazard in this area. The only possible use of the area will occur during duck season when I may park my boat in the area and keep a large pen for a dog. The motor for the boat is kept on my cabin porch. Sincerely, Adon V. Panattoni AVP/mj p F196 - HOW -r s 1# cam- .P'"� 112rT A2"3 .¢ C4'IeAX7- 7728 Wilbur Way, Suite A . Sacramento, California 95828 . (916) 381-1561 ;f2G3,q_g� BUTTE COUNTY BUILDING DEPARTMgN-- :A ®DDr) y, LAUGHLIN & CO. _..., CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008. PROJECT 9/ BY DATE J NO. SHEET_OF 1 *V61aAl f 1 &xjfESS/o�,A;�p Ci Wn3 4t Vill BUTTE COUNT BUILDING DEPARTMEN A pppov[ C LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 TO SDH.N IZ, HENCE`( �=E _BUTTE 6NNTY 50b, DErT. LETTER DATE b I I' a I SUBJECT ?ANA -TION 6AT31N PL/VN 6�[EGIK (,O REGTIO4 S( �0HN -- XITA-6kIEC7 u� 2 � (iET'i *Y tl,-, REVf4EX? 3LDOCLANS/ o.J CA!LCSs- az FUg, Y016, LMKELTIvN Llcel I HNVE A-C)nWKER EAC,ITEri cam' LIST a.l,,�t 44AVE MAEONDED /k(.LQRRlNbL`( aJ- 44AVE REFFrREWU? t, tUVLSdQfAl ' THE 5ESN I � FitME D "QUI tl\-A �L�Tv BIZ �`P, STN' -i A'at-S HE 2H- wt U? �SE 4ENDlNiG (T TO IOU. , 7HE FOOD ZONE INFO, `(QU RE-QUUTED INC.LunED a,,.e \./E WILL SLI%T 't,,.,L- fLQQrI ELSV. CMSfN ,TU,, C'1,EET -t.E;. M(N. 100 YR" rLQ0P-L:E /EL. PLEASE t�,F-VIE\W a.- IF `(OU kAVE ANY QuF%TION V, t'Lf AE GONTA(,T ME t WE RC- kUVE, 7I 1 AN t<, -vu, SAL i LAUGHLIN & CO. CIVIL ENGINEERS f 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 TELEPHONE (916) 671-1008 i ENGINEERING PLANNING tP SURVEYING - I - BUILDtNG DESIGN VALERIE S. COOPER ❑ PLEASE REPLY ❑ NO REPLY NECESSARY S GN D LLAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 Ak PROJECT P'4�4 rV BY IA7 L�l� lJL-I I I L / DATE Z 1J-1- 09—/3-7.5 JOB N0. SHEET._L-OF Zd. Wdj, n L. /0 -T}2u ss 5P4AI 3 2- 13lo-5 f = ? 9rSf E X12 ri %L 1=} Glu L X 3, 5= 7 2 ok CO. LAUGHLIN CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 )q-7'(,)^Jl . .C)/y�j PROJECT By -t,17 DATE/_2-fL/^jt JOB NO_ SHEET OF '7 C' 4—L _L�7. j lit/ A i D L = Z v� s jam= �JZU �/STUA_ � . 7'-gy Z` 4-7' 16, 0,G. AYM L /� _ x /z _ -7, q- -3 /500 ao �ov >� /7-7,(o f5s. NPS "I Wl vD if o'u —7 k7c" L 2Z >( &6 0 0&3 F6 -Foo A,4 9/ A/ t- - E> -- - ------------------ 1-7-7 4- ---- Soo(l, 33 5 /1-7 d G -'FO rZ F1 p .01Z (Aa -6.1-1 . L5 -LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 ' (916) 671.1008 PROJECT Z 11 N'i7vNl L,qel-1 BY 1�7 L �i���yHLI �I DATE /51 �nIC 99 JOB NO. SHEET_OF W4 LL / 4Y. O/17, -J/ 6 /:5 v / Z bF _L Z -('b = _ / 71 �-vy. 5 73 B = /ZS0 > 231. SH0qe 393v Fk-_ jL<(-,2Ws1 C�lr✓�� L� S /ZeI�U/�ic��. `vk-e17 - 4G4 )< 1160 ,S ZS 6962 1r7 17,4�U,,, itis 64 2 u 5C �fXl Z PF c a 2— j Mi_ 11-6 71-DOZ S /:v)z- /9 L Lt/A L. L ,a LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 PROJECT / 4wl (vj l BY DATE � I A r L.I9'Lle-7H. 1',--j /3 SNc= vJ-1375 JOB NO. SHEET `'% OF Zo r-, (9 f=I-oyC 13EIIA4 — ��p..✓�,?1� s �rvvl 12-60F Anli f- _ 5) = 6; /Iz )< 5 7� v �6= —.= - Z = �► mss, �V70,5 Ns F� > (off 6 -c-,.7 4E¢ 3 ./j, -b. 5 LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 PROJECT BY % . L/} L f l7 r✓ DATE l3 _IL�Avt G�' JOB NO.-- SHEET O. SHEETOF -20 F Lovn TL iu A41 q o d X/ > 105.0 0/ f73 V= wX1 wp x v �A( J C-7vvl�� S /3 Y OC hT/1fill 1?3 7� �1 _ / 3 • i7 --x- /i� IG1 T Lt% _ /3. 33' b -7 t'j'�x_'p 5-33_3 • � (max/L _ Fv � S X 3.3 3 (�%G. .5&711L), JL LAUGHLIN CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 Fz- 00 &-E7. ilm Z A � � FFLc-c7-ivAJ PROJECT �i`V/� BY / " G �91/G7 f% L / �/ DATE/ 3fuNE �� JOB NO. 6-D - /3 7.5 SHEET �O OF 2- u - Ca-jT�ljL/cb ALL- x L x i 17 o, 5 -Zo y�J C670 o cAz-l- COfV"I-Ec7i o':_� 3E Ilv1 S Z -)F LAUGHLIN & CO. 7 CIVIL ENGINEERS 13Y j DAT 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 JOB No. 91 IE ET— —7 OF ILe I 1,A -s 10 c -- Tb A ri (.Low (-Ivan L. tl.itcI l SI vE OT -- C), r Lz' W (D` yoon8' • e Surface B PCL • W2_ I 3' 211 16 PC Post Cap e—I-SurfaceA PCrosr CAPS PC post rnps provide a custom connection for post -beam combinations at medium design loads. the extenRlon beam side plates also function as tie straps where splices occur. MATERIAL: PC is 12 gntige; PC -16 is 16 gauge steel FINISH: Galvanizod INSTALLATION: ■ Use all specified fasteners. See Gonernl Note 5, page 2. • ^/,n" Itnins are provided for optional bolting. Load valtios do riot apply to bolted connection. OP?IONS AVAILABLE: ■ For end Conditions, specify EPC post caps, providing dimensions in accordance with the Inhlo; Roe illustration. • For heavy citify applications, see also CC series. CODE ACCEPTANCE- ICBG accepted; see Evaluation Service No. 1211. MODEL POST 816 DIMENSIONS 0 270 -- --1 -- _ F_AST_ENE_RS -535 ALLOWABLE LOADS Lt 25� L2 11 L3 —7 Y/ 75A 9t%e 9 t/44 ii 174 11 1744 73ib 73i 91/4 J0,74 11114 151%4 7ah NO. PC44-18 SIZE W1 W2 4x4 39/16 39/ts SURFACE A 4-16d_ 4-16d 4-16d _ 4-16d _ —4-16d 4-16d 4-16d 4 16d_ 4-16d _ � 4-16d 4-16d 4-16d 4-16d— SURFACE B_ 6 16d _ 6-16d_ 6-16d _ 8.16d 8-16d6164 8-16d • 6-16d _ _8-16d _6 16d _8 16d __ 8-16d_ 8-16d_ 6 16d_ SURFACE C 4-16d UPLIFT PC/EPC 1030 LATERAL PC 1610 EPC 1070 PC44 PC46 18 PC46 PC4818 PC48 PC64-18 _4x4 39/16 39/16 4x6 39/18 51rz 4x8 39h6 5IA2 4x8_39/te 71/1 25ig 2 iB 11— 13_ 4-16d 1030 1610 1070 4-16d 1030 1610 1070 25h 13_ 15_ 4-16d 1030 1610 1030 2145 6-16d 1030 2145 4-16d 1030 1610 1070 1610 1610 1070 _4x8 39/16 71'2 _4x6 5 h 39/18 "4x6 _25�b 25� 49/is 15 11 PC64_ PC66 18 PC66 PC61 PC610 PC84 5 h 39%16 6x6 5th 5th _8x6 51/12 51� _49/ie 49%te 49%16 11_ _ 13 13 4-16a 1030 1610 1070 6 66d 1030 1610 6-16d 1030 1610 6-16d 1030 2145 1610 1610 1610 6x8 5th 7T 6x10 5th 9th 4x8 7 h 39/18 49%18 499/te 6A 15 17 11 6-16d 1030 2145 6-16 1030 1610 1610 1610 PC86 PC88 PC810 6x8 8x8 6x10 7 th 7 h 7th 5 t/2 7th 7 tP2 69116 69h6 13 15 9 i74 111/1 19 t%4 4-16d 4.16d 4-16d 6-16d_ 8.164 8-16d _ 6- 66d 6-16d 6-16 1030 1030 1030 1610 2145 2145 1610 1610 1610 69/re 17 ACE e Increased for short-term duration of load. 3. Allowable loads are for nails only. In the direction of the beam's axis. ACrosr CAPS Win design permits easy Installation before, dttllrtg, or alter post and beam :tlon. Two models Ill a variety of timber sizes. All corners are enclosed for trim earance and lunclionnl strength. A conletlino hole Is provided for easy iment of the post baso. MAI ERIAL: 18 gauge steel FINISH: Galvanized INSTALLATION: ■ Use all specified fasteners. See General Note 5, page 2_ )EKING INFORMATION: • Specify rights or lolls for ACE4 or ACE6. CODE ACCEPTANCE: ICBG accepted; see Evaluation Service No. 1211. MODEL DIMENSIONS _FASTENERS ALLOWABLE LOADS _ NO. W L BEAM _POST UPLIFT LATERAL _AC4_ 39/te 61h 12-16d 8_-16d 1070 -- - - _53_5 a 8iP2 —12-16 16d 1070 5 ACE th — 8-16d 816 0 270 -- --1 -- -535 _ —7.6 �id .160----x..535AC8� 8-11c6 — 805 270 MODEL DIMENSIONS _FASTENERS ALLOWABLE LOADS _ NO. W L BEAM _POST UPLIFT LATERAL _AC4_ 39/te 61h 12-16d 8_-16d 1070 -- - - _53_5 a 8iP2 —12-16 16d 1070 5 ACE th — 8-16d 816 0 270 -- --1 -- -535 _ —7.6 �id 1. oads may not be Increased for short-term duration of toad. 2. Loads apply only when used In pairs. M) Copyright 1989 SIMPSON STRONG -TIE COMPANY, INC. U. -I 01 L�] CCcoLumn CAPS The industry standard column cap. Precision factory gang -punched holes speed installation and ensure full bolt -values. MATERIAL: 3 gauge steel FINISH: Simpson gray paint; CCO: no finish INSTALLATION: • Use all specified fasteners. See General Note 5, page 2. OPTIONS AVAILABLE:. Straps may be rotated 90° where W, is greater than or equal to W2 (see illustration). • For special, custom, or rough lumber sizes, provide dimensions. An optional W2 dimension may be specified In combination with any column size given (note that the W2 dimension on 90° rotated straps is limited by the W, dimension). For example, for a 5" column and 6" nominal beam, specify CC65. • Column caps with W,, L, H, and hole schedules different from the table may be special ordered. Provide drawing to ensure accuracy. CCO—Column cap only may be ordered for field -welding to pipe or other columns. CCOB—Any two CCOs may be specified for back-to-back welding to create a cross beam connector. For values, use the table below or consult ICSO report 1211, applying values no greater than the lesser element employed. ECC—For end conditions, specify ECC column caps and provide "W" dimension in accordance with the table. L dimensions will vary from 51/2" to 10'/2". Tabulated uplift loads do not apply to the ECC. CCC/CCT/ECCL—Cross Column Cap/Tee Column Cap/L Column Cap. Seven gauge stirrups may be welded to the sides of column caps (see illustrations). To order, add the appropriate letters and dimensions to the standard model number given in the table; see the examples below. The fol- lowing criteria apply: 1. The side stirrup maximum allowable down load may not exceed 40% of the allowable clown load specified In the table for the unmodified product, and cannot exceed 10,665 -pounds. The sum offfie loads may not exceed the table value. The column width In the direction of the beam width must be the same as the boam width: W,. 2. Specify the height of the stirrup from the top o1 lire cap (see Illustrations). The minimum H for the stirrup is 61/2". 3. The L dimension may vary depending on W,. Ordering examples: A CCC66 with W,=51/2". H2 and H,=6Yi" is a CC66 column cap with 51/2' beams on each side with all beam seats flush. A ECCL66R with W,=4"/,s', H2= 71/2" Is an ECC66 end column cap with a 4x beam on the right side (specify L Instead of R for right side stirrup—see Illustration) and the stirrup seat is 1" CODE below the cap seat. ACCEPTANCE: CC and ECC are ICBO accepted; see Evaluation Service No. 1211. MonEL DIMENSIONS FASTENERS I ALLOWABLE LOADS NO. W/ Wz L H BEAM POST UPLIFT2DOWN II CC FECC _CC31/4-4 31/4 CC31/4-6 3 a CC44 3 /b 35/b 5 /z 3 /b 11 61/'2 4 5/b MB 11 6 V2 4- M/8 4 2- /b MB 2-5/b MI3 2- /e MB 2-5/b MB 2795 15470 4920 2795 15470 7735 2430 9430 4715 CC4635/b 5 P2 11 61/42 4-5ib MB 2 -sib MB 3005 14820 7410 CC51/4-6 51/4 51/2 13 8 4-3/4 MB 2-3/4 MB 9440 29980 12615 CC51/4-8 51/4 7 Q2 13 8 4-3/4 MB 2 3/a MB 9440 29980 17295 6C64 5 /`2 3 /b 11 61/� 4-5/b MB 2- /b MB 9750 23290 7410 CC66 51/'z 5 /'2 _7 11 61/'2 4-5ib MB 2-5/b MB 3750 23290 11645 CC68 51/'2 Ti 11 61h 4 5—AM B 2- /b MB _37567_23290 15880 6C76 67/b 13 8 4-3/4 MB 2-3/4 MB 9440 40220 16705 CC77 67/b 67/b 31 8 4-3/4 MB 2-3/4 MB 500 9440 40220r21655 CC78 6>/b 71/'1 13 8 4-3/4 MB 2-3/a MB 9440 40220780 CC86 7 /'2 5 A 13 8 4-3/4 B 2-3/4 MF gild— 37540880 CC88 7 �'2 7 /'2 13 8 4-3/4 MB 2- A B 9440 37540 CC96 87/b 5Th 13 8 4-3/4 MB 2-3/4 MB 9025 51190655CC98 87/b 71/� 13 8 4-3/4 MB 2-3/4 M8 9025 '51190530CC106 9I/2 5115 L _ 112 MINIMUM Is Isj /N CCT 06060/SIM BuyLlne 5162 -L 1 WP CC Opptional ECC wilt, Straps Rotated 9o° Specify If different dlmenslon Is required. H= AND H, MINIMUM IS 61 a - CCC cal CCT allied 1­12MINIMUM Is 61" ECCLL (ECCLR—Stirrup on other side) 1. Down loads are determined by nominal sawn beam allowable bearing C: 385 psi or for Glutam sizes (eb 450 psi on seat area. Valuos must be reduced where end bearing value of post, L/R of post, or other criteria Is limiting. 2. Uplift allowable.. loads have bren Increased 33"/ for wind or earthquake loading and apply mrrly to continuous beams. Loads must be reduced for other loading condi Ions fn accordance with the coda. 3. Post sides are assumed to Ile In the same vortical plane as the beam sides. 4. ECC down loads assume a post dimension of WIXW2. 5. Loads may not be Increased for short-term duration of load. 0 Copyright 1989 SIMPSON STRONG -11E COMPANY, INC. 17 SIMPSO str�� �t� tONNECTORB IIEAVYDUTY HUTFIHHUTFJOISTHANGERS MATERIAL: 12 gauge steel FINISH: Galvanized INSTALLATION: ■ Use all specified fasteners. See GenPrai Main r $11 LAUGHLIN & CO. -,- CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 PROJECT BY . / G %�i�Cy% L. l �� . _ - DATE/' JOB NO -Z-2 -/J 75 SHEET_Y OF Lc 0012 Sy, - >�CoN �,� L Jt _,� 115E (v /-7 )=v r2— ' 'J G'OLtftt- I A/S' 4.ND /o '/ C7 C 7= /c -i P. l �oor— F[ vol C'0 LUMP✓ "x ?7 . O 1 -tib (� i G-OLUMN GOLUMivCU � �G � x ef OUPWJ0 'x /G k S Ors 16 Cu0ct..q_ Cv�Ll�+N � _ /2�Tv� ,o�/L 4fOLu n.,,✓ 3 ZOvy, 6vLutit it = 56,19b N i �oor— F[ vol C'0 LUMP✓ "x ?7 . O 1 -tib (� i G-OLUMN GOLUMivCU � �G � x ef OUPWJ0 'x /G k S Ors 16 Cu0ct..q_ Cv�Ll�+N � _ /2�Tv� ,o�/L 4fOLu n.,,✓ 3 ZOvy, 6vLutit it = 56,19b N m LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 �OLLrtitN 0 ,Oe-LI"Al . C -ZD llr> _ /70--�g' PROJECT 4 /0 "j I -%7 llt16HL--1,1 -flhvr= BY / __ DATE - /3 .JOB NO. SllEET- 'J OF 2.0 e 4 6,&ITiell 76' 1Z 0� 6, L3 C, CJLtt&AIV O ' //-Zoo /7, X, 675- . . ... ...... . . U211 co tum Al 00 I- n ?'h =- * 7-c oll Fc. /000 .�&oq ,Oe-LI"Al . C -ZD llr> _ /70--�g' PROJECT 4 /0 "j I -%7 llt16HL--1,1 -flhvr= BY / __ DATE - /3 .JOB NO. SllEET- 'J OF 2.0 e 4 6,&ITiell 76' 1Z 0� 6, L3 C, CJLtt&AIV O ' //-Zoo /7, X, 675- . . ... ...... . . U211 co tum Al 00 I- n ?'h =- * 7-c /" ►�� �U���_--~ ��/� � DATE 13fi"f SHEET OF LAUGHLIN & CO. PROJECT CIVIL ENGINEERS BY -7- lJW-111-1z,1,1 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 JOB NO 47 oulvo'.q'I /c-)^/ /Wol'.). ZOA-0 2t -:1 60 7'�> L Z- 0 . o� 4c t /0 t3 o rf.- 1) - Y=ag$6 -3t 2 . ............ file", Lt oW /c; & 2 x AC7t/14'L y-") 7 0'7& 7� 0 . o� 4c t LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 4Z -.l tc26D -:7- -7, K /5do C-711 L L 0 OV Zo`t) 31 x 2 ' 7 ��.-Y. am. _-_ K-7 � _ � A 6. 70 (A L c 0 Iq 1) 5c, 00 0 M C__ - ; ter . =� � k 2l� �.. �;(,��: ,� .�.�.::�� _. U PROJE Cl, BY DATE -0, J u j JOB NO.— SHEET OF LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 c9 PROJECl<FLl(Yl'c)-" By LAL-161HL—(�DATE.t3Jql(-- JOB' NO. SHEET 12- OF ZV -TYZ A 0 t��W G�' L011161 I 1�> I o A L - \y/ = w KAo f 4- v Nov 'dole LAUGHLIN & CO. - CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 T (916) 671.1008 l I % /tel I PROJECT '4.70 G~l BY _ �� 7 '1"16111,111 DATE JOB NO. U J lJ -7 SHEET—/3 OF 20 u CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 LAUGHLIN & CO. AL PROJECT � M-70 BY DATE JOB N0. SHEET OF 2.0 kA 61 A V4 Ac .('44 ra , tic-, 4.71 ��- 2�So �- LAUGHLIN & CO. CIVIL. ENGINEERS L'e 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 � PROJECT " �J A/ty�y/"// �- BY DATE 13fcl�vC' �� JOB NO. ! / J 7 5 SHEET �� OF J l' JE7. • I GVJ hJllyt�r jE�1 <j e A.— r2 -e- Q -7vv C.w�l N16 G7TI C. J S g o"i S 1+c-hfZ 0L: t- — 12-15 B►� ti v LT " AL L o Q L.o tA-T) -3 OLA S 25So I , cx-1 �3 L CC,) 0,J�1 cr7"i •u /� uNCS 2 6-450 TABLE 6.20 (C -diad) Group 7 Wood side plates (Continued) 4 -5 o b12 California Redwood b Douglas Fir -Larch Douglas Fir -Larch, b12 (Dense), Ash, Southern Pine. Birch. Sweet & Ycilaw, Southern Pine Commercial White, l.cngth Oak, Red & White Dougla. (Dense) -------- Hickory or Boll in Pcrpcn- Pcrpcn- Parallel diculai Pardild Main 13iametcrPerpen- dicular Projected Parallel to Grain to Grain Perpe- Member of Baltralld Grain Arca of Belts to Grain dicular Pa dicular I D A - I X D to Grain to Grain to Grain (in.) (in) . 11D (in.2) P Q P Q 2860 1620 2750 1810 (lb) (lb) 2980. 3880 +22' -.1 3 7-20 2.813 '2330 1+40 3980 - 1950 4 2 6.00 3.375 3350 1830 .2290 3290 2230 2280 6530 5.14 3.938 4540 2110 1990 2820 1910 1 4.50 4.500 5770 2280 4460 3260 2100 11 4 3.60 5.625 7970 2180 5670 3520 52' 1 4070 5070 2380 2670 7830 4120 3560 t4=_-::7:* a 8.80 3.43 2330 1390 2290 2150 7580 1990 6-29 4.18 � 4.813 1410 1770 3300 3300 29 2860 1820 5.50 5.500 4 570 2:� 4+90 3710 2420 4 4.40 6.875 5930 2760 5830 4260 721 3390 4520 3980 8930 3260 8780 5040 4250 -4 12.00 10.00 4.688 2330 1210 2290 1870 2540 2030 8.57 5.625 '6.563 3350 1930 3290 2710 2810 4070 7.50 7.500 4560 2410. 4480 3720 5310 4 6.00 9.375 5950 3090 5850 4760 912 5520 11000 61.70 9310 4290 9150 6620 2060 3750 12.67 10.86 7.125 3350 1570 3290 2420 4880 3090 9.50 8.313 4560 2180 4480 3360 4870 li 7.60 9.500 11-875 5950 2890 5850 4460 10190 2 6.33 14.250 9310 4510 9150 6960 3120 5320 7950 4160 13420 6070 13190 9370 2 .82 1 13.14 10.062 4560 1960 .4490 3050 11 4 11.50 9.20 11.500 5950 2650 5850 4080 1 1 2 7.67 14.375 17.250 9310 4280 9160 6610 1312 1 13410 6210 13180 9590 11 1330 10.80 13.500 sw 23908' 550 3730 141 2 9.00 16.875 20.250 9300 3980 9150 6150 13400 5950 13180 9190 6-450 7 -TABLE 6.20 (Continued) 4 -5 California Redwood (Close grain), Douglas Fir -Larch, Beech, Southern Pine. Birch. Sweet & Ycilaw, Southern. Cypress Nlaple,'Black & Sugar Oak, Red & White Dougla. Perpcn- Pcrpcn- Pcrpcn- Parallel diculai Pardild dicular Parallel dicular Paralld to to Grain to Grain to Grain to Grain to Grain to grain Grain P. Q P Q P Q P 1990 1400 1910 1560 .1770 1770 2070 2860 1620 2750 1810 2550 2360 2980. 3880 1790 3720 2000 3450 2720 3980 4930 1950 .4730 2180 4390 2940 4920 6810 2280 6530 2550 6060 3450 6490 1990 3410 1910 1570 1770 .1770 2080 2860 1880 2750 2100 2550 2490 2990 3900 2180 3740 2430 3470 3100 4070 5070 2380 4860 2660 .4510. 3560 5270 7630 2790 7320 3120 6790 4210 7580 1990 1260 1910. 1410 1770 1560 2070 2860 1820 2750 2030 2550 2260 2990 3900 2420 3740 2760 3470. 3110 4060 5080 3030 4880 3390 4520 3980 5300 7950 3800 7630 4250 7080 5530 8290 2860 1640 2740 1840 2540 2030 2990 3890 2270 3740 2540 3470 2810 4070 5080 2960 4880' 3310 .4520 3730 5310 7950 +450 7630 4970 7070 5820 8290 11470 5520 11000 61.70 10200 7830 11960 3900 2060 3750 2300 3470 2550 4070 .5080 2770 4880 3090 4520 3410 5310 7960 4360 7360 4870 7080 5530 8300 11450 6140 10990 6860 10190 8010 11940 5280 2530 4880 ' .2830 4520 3120 5320 7950 4160 7630 4650 7070 5140 8300 11450 6040 10990 6750 10190 7680 11950 LAUGHLIN & CO. •' CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 31� PROJECT _ �1 �OPI)1 BY �� /_ ILIGtHLI I DATE-/--J(-/'J& JOB NO. �J /✓�J SHEET, -/7 OF 20 d PROJECT �N✓��� �/ — �3�.J LAUGHLIN & CO. i� CIVIL ENGINEERS BY P4--r lkle'71YL/J DATE/3-f(j`jC o9 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 c2l (916) 671-1008 JOB NO. UG✓ _ l 7/ 5 SHEETOF. .2 ° / c)L11 A4 /v 14190FT 5�p'ltjC7C_I�� /Zoo F- /31�15 e FL-001:2 Root- �3/�s� �c 3� k 3 — ��J .2'`�g r Loon. /0 (ill r1't-L x Z" FT o, /2 J �� 2 G/YJGlr7.. C.vLt-IMti = l2 5 yZ Cc>Z—&" J 0Sr 51It IPIdU J 11'/3 G 6 /2- 6:2 6(61-7 Z Lt S O — y yy cc, cr..� s P13POST BASE �e Locking prongs eliminate bolts or Inserts in concrete. One-piece design assures maximum strength. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Note 5, page 2. • Holes are provided for Installation with either 16d nails or'A," bolts. • Not recommended for non -top -supported installations such as fences. CODE ACCEPTANCE: ICBG accepted; see Evaluation Service No. 121,. MODEL DIMENSIONS ALLOWABLE LOADS NO. W L 12-16d NAILS UPLIFT LATERAL 2 -IAMB UPLIFT P644 -4-4k 39/18 33/b 1640 1755 R 4 33/b 1640 2050 HOLES PB46 51/!? 33/b 1640 1755 — PB66 1 5 /'t 53/b 1640 2140 1640 P846R 1 8 1 33/ti 1640 1755 1640 P066R 1 8 1 5/11 1 1640 2140 1 1640 EPS ELEVATED S Typical P Installed Design Patent No. 215,727 1. Allowable loads have been Increased 33% for wind or earthquake loading; no further Increase is allowed. Heavy Section Galvanized Steel 2' MINIMUM SIDECMR For carports, decks, porches—wherever moisture, sanitary, or other conditions make It advisable to elevate wood posts. MATERIAL: 12 gauge steel base plate bracket 1'Ae" O.D. pipe support x 8" long FINISH: Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Note 5, page 2. ■ Allows 1" to 21/2" clearance above concrete. Insert EPB Into concrete after screeding. • Holes are sized for 16d nails. ■ Not recommended for non -fop -supported Installations such as fences. OPTIONS AVAILABLE: ■ Specify 11 12" pipe length is required. CODE ACCEPTANCE: ICBO accepted; see Evaluation Service No. 1211. - - Acceptance pending on down load. MODEL W L H ALLOWABLE LOADS NO. UPLIFT LATERAL DOWN EP844 39/te 31A 25/18 1070 800 3465 EP 51't 35/te 3 1070 800 3465 1. Loads may not be Increased EP866 51/'z 5 3 1610 800 3465 for short-term duration of load. PBSSTANDOFF POST BASE NQ The PBS44 and the CBS are the only non -welded, galvanized, 1" standoff column bases available. Provides tested capacity. Features the 1" standoff height above concrete or masonry floors or decks that is required by the code when they are supporting permanent structures and exposed to the weather or to water splash, or in basements. Reduces the potential for decay at post and column ends. MATERIAL: FINISH: INSTALLATION: 06060/SIM BuyLine 5162 1 IMQUIREI 12 gauge steel base; 14 gauge steel strap Galvanized • Use all specified fasteners. See General Note 5, page 2. ■ Embed the PBS44 Into wet concrete up to the bottom of the 1" standoff base plate. A 2" minimum side cover is required to obtain the full table load value. • Install using either 14-16d nails or two 1/2" bolls. • Not recommended for non -top supported Instellailons LOWABLE oAt)9such as fences. NAILS OR BOTS CODE ACCEPTANCE: NER acceptance pending at UPLIFT DOWN time of catalog publication. Typical EPB Installed MODEL 01"... AL NO. PB „ U SIZE PBS44 4x4 2400 4165 •fi STRESS RFU EF 31" HOLES EMBOSSED RESIST TEARING FDR OREATER STRENGTH 1 IMQUIREI 12 gauge steel base; 14 gauge steel strap Galvanized • Use all specified fasteners. See General Note 5, page 2. ■ Embed the PBS44 Into wet concrete up to the bottom of the 1" standoff base plate. A 2" minimum side cover is required to obtain the full table load value. • Install using either 14-16d nails or two 1/2" bolls. • Not recommended for non -top supported Instellailons LOWABLE oAt)9such as fences. NAILS OR BOTS CODE ACCEPTANCE: NER acceptance pending at UPLIFT DOWN time of catalog publication. Typical EPB Installed MODEL NOMINAL AL NO. POST U SIZE PBS44 4x4 2400 4165 1, loads may not be Increased for short-term duration of toad. Typical POO Installed Qr Copyrlphl 1989 SIMPS0 STRONG -TIE COMPANY, INC. 13 _4 ^y COUNTY OF BUTTE - DEPART11ENT OF PUBLIC WORKS 7 County Center Drive, droville, CA 95965 PHONE: 916-538-754.1. RECEIVED AUG 8 190 DATE 8/7/89 Laughlin and Company RE: Wild Goose Gun Club 1008 Live Oak Blvd. Yuba City, CA A.P. # 21-030-09 Permit #2369-89 With reference to the above subject: x/ Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs (Portion) Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER fX/ We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 416.00 payable to Butte County Treasurer. X Certificate of Workmen's Compensation Insurance or check exemption statement. t,�'� X Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. X Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico X 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. LYd OTHERGridley School District Fees Paid. See also attached list. Should you have any questions concerning the above, please contact this office. Contact John R. Henry * OV / b ?// A-V16X14P JFG/a j Yours very truly, William Cheff Director of Public Works F. Glandes Chief Building Inspector .. L Provide the following additional information. SEE AITaG1.W1. The parcel lies within FEMA Flood Zone A. Provide a letter signed by EL E,\i,MKT, California R.C.E. that the building lies above the 100 year flood level. d-L1'�v The flood elevation is to be indicated on the U.S.C.G.S. datum as well as a reference bench mark established near the building site. Ari P,g_ Provide a letter of intent that the proposed building is not to be used OVNEIM as permanent occupancy. SEE ATTAGNG03. Provide dimensioned plot plan showing proposed building and proximity [ZEYISEV to existing buildings and property `tel`_ n j ID ITE PLAN &--k- �ES, RO - rie / EE, ►-�EC7 . Submit truss details for roof. -�F,E,MTA,S ote required footing sizes on plans per calc's. 1 details in calc's should be put on plans, specifically connections. R.EY t410 PL v �,EE �kT.KIO. 7.jXow braced bays on foundation plan for clarification. 4 - FnN, FLAN qX--(vCT.W 8. 'Calc's indicate parking below building. Provide one-hour occupancy 3 4 6,-- separation per UBC 503 and show on plans. [�,EYl4l0A1-Sr 4s E WT.No 9.'WNote header size per calc's. iZEU 1,410).1-S� LAUG H LI N; 8&. CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY; 95991 (916) 671-.1008 ! , July. 19, 1988 Butte Co. Bldg. Dept. 7 County Center Drive Oroville j: Ca 95965'. Re:. Raise Cabins at Wild Goose Gun Club; Butte Sink...;: Gentlemen: I have been requested to certify the 100 year flood plain'at this site for.building permit purposes, I have reviewed the Federal Flood Hazard Maps of this area and they give..no flood plain elevations.• I contacted Don Neudeck, State of California Water Resources Phone 445-6242, Herb Hereth, Corp of Engineers, Phone 551-2286, John Silbelsky Corp of Engineers, Phone 551-1881 and they Indicated that there is no flood plain information available for this area'.' -Herb Hereth did indicate however that a reasonable assumption..of'the 100 year flood plain elevation would be pre - Shasta Dam levels that were known to earlier area residents. There is a member of this Club (50 years) that has indicated that pre -Shasta Dam flood water levels were approximately three feet above ..those 'experienced since construction of the Dam. In asmuch--as—there—i•s--no--better`"information available, I am recommending that new flood levels be set three feet above known post Shasta Dam flood levels. SPECIFICALLY Item Description .USGS Bench 54 HJH set.1951 on site at EL 56 ft. Recent High + 8 ft.. Water level EL 64 ft. Estimate 100 year'•..' + 3 ft. .-Flood plan EL 67 it. Therefore,'I recommend that *the Hugh Chatham, Jamie Mozzato and' Hal ' Reney cabins "at the Wild Goose Gun Club f�isYr�.-fro elevations,be set, at no less,. than. EL 67 feet USGS.: II!rQt,.�tr'al�w- ACivGa ely Lau 1 <' Erite Irt� • •, ` • .� ,, �, (.I,! ,' i" •• 'r •RLQ'• rr ZONE BUTTER CO COLUSA CO O Q ., � a Q, L r I1 N - - 62-----------------------�f 63 - - -64 65 Sr`` 66 O ; �110N� T--- - - 1T--•-------------- P-�j.•-_... 'gO`rF R In I. ` /'LRAINS 72 zil-4 7374 75 LAKE76 OROVILLE STATEDam E O1 ORECREATION AREA E a �'0 110N—' 120N-- ' 119 N i COUNTY 119N I - - - g - --- •----- ---85 ARY THERMAL/TO � �. 86 BOUND FORE SA Y T//£RMALM. w AFTER, }� O yL? 67 L.1 KE 'OV/L LANE "YANVO cr 0 91 9293 I City of — Z 94 OrOvIlIe a 5 (AREA NOT O I p INCLUDEDI i( m i Q }} 1 19 N OROVILLE IteN-----•- ------•------- <- . j----------------- ----•----•-i---- Z WILDLIFE AREA - -------•• FEATHER 0 97 98 RIVER C1 Z � O 0 V Q-_ GO 0P LEGEND: LASSEN NATIONAL FOREST IS SHOWN BY A A SYMBOL 'NOT PRINTED IND SPECIAL FLOOD HAZARD AREA) 100 101 City of Biggs r (AREA NOT INCLUDED) �f GLENN CO ►4'0 ~ COLUSA CO mU771.03 �E 104 106 I ISN W,W a s City of Gridley ,105 r `( 107 1 1e N W 1 I1 N o- , )AREA NOT INCLUDED) 01 _---w 2), , L A• .- 1 1) N J' GRAY LODGE WAIT IU OWI L c 111!1 x11UMANAGLMLNIO P ' SUTTER C BUTTE C O 0 V Q-_ GO 0P LEGEND: LASSEN NATIONAL FOREST IS SHOWN BY A A SYMBOL 'NOT PRINTED IND SPECIAL FLOOD HAZARD AREA) SUTTER CO COLUSA CO COUNTY BCUNDARY L LAUGHLIN & CO. PROJECT CIVIL ENGINEERS BY DATE i 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 y� (916) 671-1008 JOB N0. SHEET OF 3M 5-& 3 0 5 � Eo b(24, I IC4-L- 5upz✓ef o I(p LL/ AV,(, - LA U G H L I N& C O. PROJECT ' CIVIL ENGINEERS BY DATE 1006 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 JOB NO. $HEET OF �J) � C��a-j2�� i�E:�•n �i� a �� �--s - si7E P� r�� ' . t TOS �-A/ /-1 x:30 P. k4 /FftD LeVrL. 94#tos 1 ------------- - 4 • � Y c p i v BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM ' . (one Form per Building ) A.P. Number—C.01-/� �� / Building Department No. School District f�¢ j�„ City Q County Jurisdiction Property Owner/��'yjJ /��/ 4. Project Location/Address Subdivision "' Lot Number Residential Development: Sq. g Foota e # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage /-:U New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* District Id No. A_- Q C_J Applicant Name Street Address 1. 9 V School District certifies that 6 %/- ADDS (Phone Number) State 0 �C�/ (Zip Code has complied with the requirements of Resolution No. by the payment of $ J�o2g representing square feet. Sr6hoollpistrict Representative Date PAID BY CHECK NO. BANK NO i PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) ...ter•.. .. ... •: 0 INSTRUCTIONS FOR RECORDING AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 1. Insert the legal description of the property in the space provided on the attached form. The legal description is the narrative -:.-description of the property - which will be on your deed. If you don't :.have access to the .deed the Recorder's Office can provide this : ;.'information. (The description may..be handwritten or typed in the space ` provided or attached on a separate sheet if more space is required.) 2. Property owners must sign the form in the presence -.of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy.. They will keep the original and return the copy to you. Just. bring the copy back to the Building Department at 7 County Center Drive. (If you don't have access to a copier the Recorder's Office can make the copy for an additional charge.) RECORDER'S FEES: $5.00 - 1st Page $2.00 - Each Additional Page $1.00 - To Make a Copy Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8. 1. of the Butte County, Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned .for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established ny;r is u l Lural zones which have as a priority use for productive agricultural. purposes, and residenl within said zones and on adjacent property should be prepared to accept such i nc-unvru i cnc (, or disconf:orm from normal, necessary farm operations. All that real property situate in the County of Butte, State of .Cal.i.for.nJa, dcscrihcd ;is follows: Date State County k% PROPERTY OWNERS: On this the day of 19N before IIIc_, the undersigned Notary Public, per nall.y appeared Personally known to me. F1 Proved to me on the basis of Satisfactory evidence. to be the person(s) whose name(s) V1, OFFICIAL SEAL subscribed to the within instrument and acknowledged ChaL �l BERNICED. DENT executed the same for the, purposes therein contained. I.N WI-NI?tib NOTARYPUBLIC-CALIFORNIA, WHEREOF, I hereunto set my hand and official. seal.. SACRAMENTO COUNTY cOpN� My Comm. Expires Aug. 27, 1991 Present A.P. No. M Notary Public Panattoni Development Company August 16, 1989 County of Butte Building Department Chico, CA Re: Cabin for A. Panattoni At Wild Goose Gun Club Gentlemen: Pursuant to your request in connection with the issuance of a building permit for my cabin at the Wild Goose Gun Club, I declare it my intent - and you have my assurance that the cabin will not be used as a permanent or temporary residence. This unit is intended solely as personal accommodations for me during the duck hunting season and for no other purpose. Sincerely, Adon Panattoni AP:mv 7728 Wilbur Way, Suite A . Sacramento, California (916) 381-1561 `--� 1 PAGE 1 WORKMAN$ COMP NAME -------------------------------------------------------------------------------------------------------------------------------------------------------------- ADDRESS CITY ZIP AUTHORIZED SIGNATURES LIC. # DATE A H L CONSTRUCTION, INC. P.O. BOX 3888 TUSTIN,CA 92681 PERRY JOHNSON,DAVID WIEGENSTEIN NO W/C A VIKING PLUMBING P.O. BOX 273 PARADISE 95969 DEBBIE SELBERG 367214 NO W/C ACME WILEY CORP. OF CA 9359 FERON BLVD. RANCHO CUCAMONGA 91730 DIANA MURPHY NO W/C ACRO-LUME 1737 WYANDOTTE AVE. OROVILLE 95965 (RICHARD SHIFFLET)TIM SHIFFLET,MICHAEL SHIFFLET,WYNNONA ACRO-LUME 1737 WYANDOTTE AVE. OROVILLE 95965 BROWN,KENNETH BROWN 274847 10/22/89 ADONIS POOLS & SPAS 956 C KOVAK CT. CHICO 95926 (LEN STACHELEK) 02/01/90 AGRI-ELECTRIC 11011 MIDWAY CHICO 95928 DAVE RUDOLPH,ANDREA CORCHERO,JOHN N. THORPE 443455 10/01/89 AIR -ART HTG & A.C. 1407 ALMOND ST. CHICO 95926 (CHARLES & BEVERLY PUGH) 335203 10/01/89 AL'S TOWING SERVICE 2191 KIRK WAY SACRAMENTO 95822 (DARIO & TAMI COLTRI) 03/04/89 ALTMAN, JOHN H. P.O. BOX 4983 CHICO 95927 01/01/90 ALTON, W.V., INC. P.O. BOX 129 MARYSVILLE 95901 07/01/89 AMERICAN TRADITION HOMES 3014 OLIVE HWY OROVILLE 95%5 (JOHN STERLING JOHNSON) 04/01/89 AMRE ENTERPRISES, INC. 4949 ROYAL LN. IRVING,TX 85063 DON BALLANTYNE,CHARLES RUFF,JOE PHARRIS,ROBERT BLAIR,MARTY AMRE ENTERPRISES, INC. 4949 ROYAL LN. IRVING,TX 85063 FAIRLESS,FRED BRATCHER,ERIC LINDSTROM,RAYMUNDO LUJAN,BILL AMRE ENTERPRISES, INC. 4949 ROYAL LN. IRVING,TX 85063 WATSON,RON CLAY,DAVID WILLIAMS,MARK WIKEL,MICHAEL SHAW, AMRE ENTERPRISES, INC. 4949 ROYAL LN. IRVING,TX 85063 LARRY BYRD,DAVE RICE,MIKE HOLT,LESLIE LADUE,HAROLD BRITTON, AMRE. ENTERPRISES, INC. 4949 ROYAL LN. IRVING,TX 85063 CHARLES KAMOF,RONALD BATHE 11/01/89 ANDERSON BROTHERS CORP. 14830 EAGLE RIDGE RD. FOREST RANCH 95942 (MARVIN ANDERSON) 07/01/89 ANDERSON CONSTRUCTION, CORKY P.O. BOX 1308 CHICO 95927 (RUSSELL J. & FRANCES ANDERSON) 02/91/90 ANDERSON CONSTRUCTION, GARD M. 3537 BAY AVE. CHICO 95926 07/01/89 ARK ENTERPRISES SEE FEDORKO, BILL ARMENTEROS CONSTRUCTION, 0. 9157 AQUEDUCT AVE. SEPULVEDA 91343 09/01/89 ARMSTONG, ROBERT 577 ORD RANCH RD. GRIDLEY 95948 ARVELLA ARMSTRONG NO W/C ARROW SIGN COMPANY 1051 46TH AVE. OAKLAND 94601 SHIRLEY SIMPSON-JOHNSON 314794 01/01/90 ARTIC AIRE OF CHICO,INC. 2838 HWY 32 CHICO 95926 BART BLAIR,ROBERT BLAIR,ROYAL HAWKLEY,GILBERT BOWLES,MARK I� 000 I00 0 . _II �- log 56T�Ac.IL GAr llq FAei -� t55-11/ ouIl.pIlj tJQIZ..i F4 • � ��1zoPo�Cv� loo' M Cr� -r�Ljur33 SITE OLIA� Ll 21-03-O9port j \ JAMIE MA Z TA 11 end pri. rd 1 mi N of N. Butte Rd., u 1 app 3/5 mi W Pen ink on Rd.(Wild Goose. Club), Live Oak Cont: Lloyd Dietrich ermit #Tb2O-$�313;P;;M( w SF.) 21-03-0 Lloyd Dietrich 516-89B(lst renewa 162 -88) 21-03'09(p) Permit#1921-91B , ,�,0k, t J (new. sf y , i f , i r, O00C? Oq i - r�+.y+n 0 t I RESIDENTIAL 21-03-09(p) 1921-91B,P,E,M MAZZOTA, James end pri rd 1 mi N of N Butte Rd (Wild Goose Club), Live Oak cont: Rob Eisenhour (new sf ) ' % Y y d i y, OFFICE COPy e 1 Address GAS a Meter By Dat ELECTRIC Meter By n Date � OFFICE COPY Address rt � GAS Meter By Date ELECT f�ICG, Meter By Dat l JOB FINALED ate) Signature �--� J=OK , O = Not OK = Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES"(Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch '.f 3. Sewer; Location -Test -Fall -C/O Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) . .d 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector i 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector ti v 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distances-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 volts-GFI 8. Gas and Electricity Tagged f 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,i 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel '.f 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing . .d 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s i 2. Soils; Compaction -Structure Stability ti v 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL = Date V6ERFL OR (Plans) OK except k's 1. Z mg -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-'Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors -I96; Steel -Wrapped iers-Fireplace Ftg.-Steel S/T­D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test - (/t'rWater Pipe; Test -Anchor -Regulator -Service 12. Electric; Underground 13. Ej&nums & Ducts; Clearance -Material -Support -Ins. 4. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. ccess & Ventilation 16. Insulation 12- Dat - - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date .'PLUMBING (Permit),OK except n's Water ir.: Vent -Access -Combustion Air -Baffle ---------- ---- ---- ------ --------------------- -_Water Pipe; Test & Anchor -Nail Protection -- _- W.V.: Test -Fittings & Anchor -Nail Protection ------- ----- ------------------ Test. First Floor -Tub Access est jpbl& Shower. Second Floor -Tub Access -------------- 21. s Pipe; Size & Anchors Date _ - -Card B_1 -- - --Date - Card B-1 Date Card B-1 Dale Card B-1 Date ELECTRICAL (Permit) OK except n's Fix e & Transformer Clearance -Ins. Protection ----- --------- -- - - --- - - ---- - -- -------------- --- - - -- -- - --- ---- - -- -- - ---- ----- -- - ecepta_cles Spacing -Lights & Switche_s at_Doors ------ 4. Size es & No. of Conductors -Stapled ------ ----- ------------------------ -- - - -- Ro ex Installed Close to Edge of Studs & C.J. p. Ground made up w!Mech. Fastners-Bond Gas & Water ---------- - - ----------------------------------------------------------------- 7. 2 Appliance Circuts in Kitchen & Conductor Size!GFI -------------------- - ----------------------------------------------------------- 22. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size I ! ga. Cu or Al ------------------------- --- ------ - -- ------ ----------- ------------- --- - - -- 29.. Range Circ. / I ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No � 30. Service -Riser Conductors & Ground -Main Disconnect ------------ - - -- - -- - - - -- - - --- ------ - ----- ----- - - ---------- - -- ----- --- ----- 1. Equip_Clearances Panels-Motors-Mech. Equip. ------- - -------- -------------------------------------- - -- -- o Closet Light -Shower Light -Spa Light ------------ ---------------- --- ----------------------------------- Smoke Detector - -------- -- - -_�-------------- DateCard ------------------------- -_�------------- -Date---Card-B-1 ---B------------ ---------------B---------------- Date Card B-1 Date Card B-1 Date M NICAL (Permit) OK except n's 34. A. . Ducts Insulation & Support ----------------- -------------------------------------------------------------- 5. Vent Fan: Exhaust above insulation ✓so densate Drain &Overflow Size 8 Grade _ -- `�___37. r-nance_Vent: -Access---------------------------------------------------CobAir ReturnAir Vent 115outlet d Attic Access & Platform if Furnance in Attic ---------------------------------- ------ ----------------------------------- Date Card B-1 --------------Date ------------- Card B_1 Date Card B-1 Date Card B-1 Date F ING (Plans) OK except n's 39. Sils. Proper Material & Anchors Studs -Nailing Spacing & Bracing -Plates -Sound ------ --- s------------------------------- --- ----------------- - Be ring Walls over Girders & Floor Nailing ----------- -- ---------------- Draft Stop in Walls (rat proof) --- - ------- - - --- ------ ------ -- ------------------------- - ---- - Stops: Furred Ceilings -Stairs -Chases -Tub ---------- --- ---------------------------------------------------------- 44. Headers & Beam -Size & Bearing Single & Duplex) Date / FRAMING (Continued)+ 45. Hangers -Post Caps -Anchors -Connectors -- st-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fire les or Type A Flue -Fireplace Throat clearance Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles -------------- --- _ _. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -- --_ sn-! re Protection Framing k- roper rte Firewall & Openings _ _oors-One 3' -Check Garage -3rd Story, 2 Exits ----.83.Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywo _on Roof Overhang -Attic Vents -Rafter Outriggers ---------- ----- ding-Nailing Veneer L4 o Mesh -Drip Screed -Fd. Vents-Underflr. Access 7_Glazingrea-Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 6 ter/ Jtration-Walls-Windows --------�-=----------- Dat Card_B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's t..-'61. Ext. Steps -Door & Sidelight Protection -Landings ------------ 62. Smoke Detector mace; Vents -Clearance -Comb. Air-Connector- nGarage Above Floor -Ducts -Meeh. Protection _ __ 64. Broom Exiting j-65. I. & Bath Fixtures & Tub Access -Spa - - 66. Elec .rim & Subpanel; Breaker Sizes & Labels --------- -- ---- ----- Stairs &Rails - ace or Stove Clearances -Hearth --- 69. Ele utlets at Wood Panel: Int. & Ext. 7 ---0. xt &Appliance; Grnd.-Air Gap -Cooking Clearance ------- 71. Elec. Outlets & Receptacles at Kit. Counter . arage Fire Door: Swing -Landing -Closer -------„----------------------- - - 73. A .-Duct in Garage -Damper 4. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. . _ Garage; Above Floor-Mech. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location -------------- ------------- lec. _ Receptacles in Garage: (G.F.I.)-Romex Protection =-fi----- IInsla on -Foam -Looked in Attic ❑ Yes - ------ --- --- --- - ------ -- - ---- -- i3. Guard Rails & Deck Construction -Post Caps - - - ---------------------------- dents & Crawl Hole Door -Drainage & Wood -Earth C arance Looked under Floor ❑ Yes ------ - - - �����-- d0. Following instld. Drive Yes WNo; Walks Yes ❑ No; Planters ❑ Yes V6 No cs "S''tu��ccco Brown -Finish 62. 9ot!unit: Di ct. Electrical, Plumbi ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings Water Well: Disconnect, Electrical, Plumbing --- d5. r Elec. Trim: G.F.I. Receptacle -Underground ----------- Ventilation Throughout House - . ------------ ------------------------------ 87. Glass Protection fists. --------- Correct' s from Previo}u�lnspecti ns ----- --- is9. G est -Meters P---- - G ec�cJ -- ---- -- --- _ - -H-/ ----� / 90. ter &Sewer Connected - C/O to Grade- D Approval --- 91. Energy Compliance Certificate -Other Certificates Date!and B- Date _ Card B-1 Date-ard--- B-1 -- ---Date -- Card B-1 /// , - PPP, - - Date Card B-1 Date Card B-1 Comments at Final APA r ry Certificate of -Conformance Certificate N® 3272 -91 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. O ANSI Standard A190.1-1983, for Structural Glued Laminated Timber PQ NER 267 C Job Name STOCK Job Location SACFtA"alm CSC . Customer's Order No. SEAN Dale 8/281-91 Mfgr's Order No. 17399 igna Title Q.C. SUPERVISOR Company WEYERHAEUSER CO . Address HI 99 S011T'H Date —' LANOMTED PRODUCTS COTTAGE GROVE OR IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American .Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. . b SEAL �,,s y I Michael R. O'Halloran i Executive Vice President AMERICAN WOOD SYSTEMS - A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION �s %L o/ PERMIT NO. 1620=88B,P,E,M PERMIT EXPIRES OWNER JAMIE MAZZOTA CONTR. LLOYD DIETRICH ASSESSOR PARCEL 21-03-09port LOCATION end pri. rd. app. 1 mi N of N Butte Rd.. app 3/5 mi W Pennington Rd.,.Live Oak Wild Goose Club) i f. t 1. t ( Temp. Power Pole Called PG&E— Temp. Elec. Service f Called PG&E — . Temp. Gas Service _ Called PG&E — JOB FINALED (Date) Signature = OK 0 = Not OK ` = Not Readyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements .�- 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -61 Date 10. Roof; Shthg-Roofing Card -61 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -61 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel board s -Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date I = OK 0 = Not OK - =Not Applicable RESIDENTIAL (Single and Duplex) Applicable ' = Not Ready Date UND OOR (Plans) OK except #'s Date FRAMING (Continued) oning-Setbacks;-Easements-FI od-Slop 45. Hangers-Post Caps-Anchors-Connectors ' Ftg., Main; Soils-Steel-Elec "IM. bepth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. t., Garage; Soils-Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue-Fireplace Throat Clearance _ -gyp -8 tg. Porches & Decks; Soils-Steel-/&,/ Ftg. Depth 48. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles Steel- Blockouts-Wra ped 49. Bdrm. Windows or Exiting Doors-Sill Hgt. & Dimensions ge; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. a ee - _ Aped 51. Property Line Firewall & Openings tg.-Steel 52. Ext. Doors-One T-Check Garage-3rd story, 2 exits 9. D.W.V.; Fall-Fittings-Test-2 way C/O-Sewer Test 53. Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection 10. Gas Pipe; Size-Anchors 54. Plywood on Roof Overhang-Attic Vents-Rafter Outriggers 11. Water Pipe; Test-Anchors-Regulator-Service Test 55. Siding-Nailing Veneer 12. Electric; Underground 56. Stucco Mesh-Drip Screed-Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area-Glass Protection-Skylights-Plastic 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 58. Shear Walls; Nailing-Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card-B1 Dateg-/ and-81 Date Card-B1 Date Card-61 Date Card-131 Date Card-131 Date Card-B1 Date Card-B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent-Access-Combustion Air-Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors-Nail Protection 61. Ext. Steps-Door & Sidelight Protection-Landings 18. D.W.V.; Test-Fttngs & Anchors-Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor-Tub Access 63. Furnace; Vents-Clearance-Comb. Air-Connector- In Garage; Above Floor-Ducts-Meeh. Protection 20. Test Tub & Shower, 2nd Floor-Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access-Spa 66. Elec. Trim & Subpanel; Breaker Sizes-Labels Card-131 Date Card-B1 Date 67, Stairs & Rails Card-131 Date Card-131 Date 68. Fireplace or Stove; Clearances-Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 70. Kit. Fixt. & Appliance; Grnd. -Air Gap-Cooking Clearance 22. Fixture &Transformer Clearance-Ins. Protection 71. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing-Lights & Switches at Doors 72. Garage Fire Door; Swing-Landing-Closer 24. Size Boxes & No. of Conductors-Stapled 73. A.C. Duct in Garage-Damper 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents-Clearance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground made up w/Meeh. Fasteners-Bond Gas &Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation-Foam-Looked in Attic ❑ Yes 29. Range Circ. / / ga. Cu or AI-Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 78. Guard Rails & Deck Construction-Post Caps 30. Service-Riser Conductors & Ground-Main Disconnect 79. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes D No 32. Clothes Closet Light-Shower Light-Spa Light 33. Smoke Detector bj, Stucco; Brown-Finish Card-131 Date Card-131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card-131 Date Card-131 Date 83. Vents Above Roof; Pibg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle-Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace-Vent; Access-Comb. Air-Return Air Vent-115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test-Meters Tagged; Gas-Electric 90. Water & Sewer Connected-C/O to Grade-HD Approval 91. Energy Compliance Certificate-Other Certificates Card-131 Date Card-131 Date 92• Roofing Certificate Card-B1 Date Card-B1 Date Card-131 Date Card-131 Date Card-131 Date Card-131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card-B1 Date Card-61 Date Comments at Final: 40. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings-Stairs-Chases-Tub 44. Header & Beam-Size & Bearing (NOTE: An entry must be made each time you visit job site) v2nTHAui [�:vTEnUmvL xxN�,x){�wouvxo^go/4o p/|0vso'iu'noyn --------- �T `^ - ^ `UC wrn mu FHI SAT [] [] [] O/um ODELIVER Op�_-O'NIuCALL ' u�I �"`11F |M.k � �~.�^*.^"��,"~~~^~~�*�=* ~~"~�lt �^ � ` Cu$ToMsn ' 4.92 'IF MQu~.~ \8/)0/91 ' ^ ''. ~ .. BE SHIP TO: tSA-,E. AS SOLD TO UNLESSTNI03TED BELOW) OR SPECIAL INSTRUCTIONS 00 SEC NO DAT y NIU SALESMAN PESCMPTION UlTTS DISC. PRICE/UNIT EXTENSION IF1 "46,1 Pon �~.�^*.^"��,"~~~^~~�*�=* ~~"~�lt �^ � ` Cu$ToMsn ' 4.92 'IF MQu~.~ \8/)0/91 ' ^ ''. ~ .. ENERGY CERT IFICATI F)N Ni,l.l'1t1F:R ANI' !:T'RFET C [Ty f:I111N'1'Y S.U,BDIVISION LOT NUMBER fl 1)ESCIt.11'T I I IN 1 INSU 1.AIA 011 y .. ROOF MATERTAI., _ _ __ BRAND NAME.. 'THICKNF:SE; ( INCHES) — — THERMAL RES. �~ EXTERIOR WALL MATERIAL TYPE Fiberglass BRAND NAME THICKNESS (INCHES) THERMAL RES. CEILING BATT OR BLANKET TYPE _Fiberglass BRAND NAME CertainTeed T}}ICKNESS ( INCHES) THERMAL RES. 30 LOOSE FILL TYPE Fiberglas BRAND NAME InsulSafe 11I THICKNr•.sc (INCHES) THERMAL RES. FLOOR, ELEVATED MATERIAL. Fiberglass BRAND NAME CertainTeed THICKNESS (INCHES) THERMAL, RES. F'LC10R, SL.AR :11ATERIAL BRAND NAI'1E 'rs setHICKNESS (INCHES) THERMAL RES. WIDTH .OUNDATION WALL ,i•MhTERIAI. BRAND NAME THICKNESS (INCHES) THERMAL. RES. HEATING SYSTEM ' .:tAKE _— —_—_-- MODEL ;'....'RATED BONNET CAPACITY �`. DECLARATION I II,,EREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE; BUILDING AT THE ABOVE LOCATION IN C014FORMANCE WITH THE COPRENT REGULATIONS SETTING ENERGY CONSERVATION STANDARDS FOR,FNEW RESIDENTIAL BUILDINGS (LOCATED IN TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE). LsE"ERAL i CONTRACTOR / OWNER SIG14ATURE II. �,,....:,HAWKINS FIRI1t NAME 0S3HATURE INDUSTRIES INC. STATE CONT'RACTOR'S LICENSE # DATE 622184 STATE CONTRACTOR'S LICENSE # DATE D / COUNTY OF BUTTE - DEPARTMENT OF PUE3LIC WORKS PERMIT NO1.. 7 County C4yter Drive - Oroville, California 95965 Telephone: 916/538-7541 , i ` ' APPLICATION- AA!D PERMIT ASSESSOR PARCEL NUMBER '" 21-03-09 (port) , ZONING A-40 BUILDING PERMIT OWNER , James Mazzota TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1,024 R__-4-5-, 00 32 M 352.00 CONTRACTOR'S NAME Rob Eisenhour TIALEPHON 77-4135 288 C 1,728.00 CONTRACTOR'S MAILING ADDRESS P.O. Box 136, Shingle Springs 95682 17 Fireplace 10 CONSTRUCTION LENDER None N NO Total Valuation $ 47,136.00 LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 274.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 15.00 Penalty $ BUILDING ADDRESS Permit fee $ End of Pri. Rd., 1 Mi n. of N. Butte Rd. PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 6.00 3/5 mi W. of Pennington Rd., Live Oak Area) Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME Wild Goose Club PARCEL MAP Water piping5,00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SF 3( Duplex❑ Mobilehome❑ Other C-d-bi-tt- SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I WO.00ea TYPE OF WORK New, Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: r n Pi t , KQ Fo Q_ (1630-F&) Permit Fee $ 36.00 Contractor ELECTRICAL PERMIT Filing Fee '10.00 --/1 Main seyvice 100 AMP ORSLESS j 10.00 11D. 00 Main service EA. ADD -L 100 AMP j 2.50 2.50 CONTRACTORS LICENSE LAW I de -e under lt of (check . penalty P y perjury ( one): am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C de d y license is in full force and effect. License No. Classification. ❑ 1, as the owner, or my amp oyees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N , OR ADDNS. ACC. BLOGS. X /22sgft 25.60 NEW CONSTR U TI -OUTLET 2,50 ea, NON-RESID BRANCH CIRC ITS (POWER APPARATUS 61 SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES 20000t P eALe3o EX. DCCUp. OUTLETS FIXED P(RESID IREAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 48.10 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Dual Pack 1 16.00 1 6.00 Cooling 3 Ton 1 6.00 6.00 Hood 1 3.00 3.00 Ventilation 1 3.00 3.00 -- Permit Fee -- $28.00 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 save, indemnify and keep harmless the County of Butte against all liabiliti s, judg ants, costs, and expenses which may in any way accrue- agains ce of a granting of this pe mit. Date a Signature f Applicant - Owner ❑ 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 $ Energy Inspection Fee $ 30.00 C ST PE TOTAL F $ 578 • 0 HA2. CUA PARK SCH F COF I PA PD I H I This permit is hereby issued unaer the sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR O UBLIC By PERM( EXPIRES Date applicable provi- resolutions to do have been paid. WORKS -� Receipt No.� WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT J COUNTY OF BUTTE - DEPARTMENT OF PUB6IC WORKS - BUILDING DIVISION 7 COUNTY ENTTER16RIVE - OROVILLE, CA,,MRIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATIONIDATA SHEET • Permit No. OWNER T{�_WA2Z&f - (�.�P. No.o-S—, a% Proposed Building Use eWit/ Building Inspector tom/ Date S- 7— 9Y At time of permit application, I was advised the`following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... ............ 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . . 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with aet signature on plans .. 5. Hazardous Material Form ............. 'r......... ............ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC�Buildings ... iA7u#_'0 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions.. 8� 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ................... b' efi 13. School District fees paid .............. (v 7j 17 9 1 `y� 14. Sanitation approval from SCD Health Department 6,- %- 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 7. Planning approval for (A) Use: (B) Parking: (see A--vi'05 Oo 18. Improvements may be required. Contact Land Development Section DPW y 19. Driveway permit (construction approval required prior to occupancy) , 20. Pre -Inspection forrequired Pre-Inspec. request to ,, .. Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ......"t........... 23. Owner -Builder Verification (Given to owner -EI-, Mail to owner 0) ..... r 24. Recorded copy of Agricultural Acknowledgment Statement ......... r 25. etter of s'gnature authorization .....: ............................ 27. Z2 Qtj��-� When you issue the permit, process as follows: ail to owner. 1 Mail to contractor. Telephone jvrW)vEC C77-an`R*dW1for pickup at 0,fVU• office. Deliver w/inspector. Other % Applicant Date Copy of !-Idz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit i su ce: ( cle w item not checked above). 1. Index permit for above items No. �. 2. Additional items required: on�ctor, esigner, owner, was advised of above required data by_phone�nail—counter b date esigner,owner, was advised of above required data by—phone—mall—co ter by date Plans checked by x5 Date Plans approved by v �s Date 62 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildincr Department FROM: Environmental Health SUBJECT: Sanitation Clearance Cw `V'v r- - er. Location AP# Plan Approved for: Hold final for: Sewage Disposal Water supply r Water Supply Final.clearance O.R. for: Water Supply-,,_. Clearance for bedroom : -h ae. Other NOTE *** Sanitaria COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ANO PERMIT ASSESSOR PARCEL NUMBR ZONIN _ Q �/� F BUILDING PERMIT ow TELE HONE SO. FT. OCC. BUILDING VALUATION a. S zota OWNER'S MAILING ADDRESS __. NAW CONTRACTOH's NAM 4''(5'C/U PIG'U,2 CONTRACTORS LICENSE LAW T Lt PHONE iG/)J /i I declare under penaltyof perjury ), p l y (Check One: t/ p 2.50 ea ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON: RE5L BRANCH CIRCUITS) POWER APPARATUS e Heating CONTRACTOR'�j.lOAl IA E33 �� Sht�d1 e s�fi 5' i/i/// FirepODDR lace OUTLET CIR. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notlee to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDE JAm Ex. OCCup��OUTLETS OR FIXTURES UNKNOWN Total Valuation I $ License No. Classification. .3• Permit Fee Filing Fee $ FIXED APP LNS. OR Ex..000up. OUTLETS (RESID.) EA.) 10.00 LENDER'S MAILING ADDRESS as owner, or sation, will do the work,and_the structure is not intended or offered Permit Fee ; occ C7 ARCHITECT OR ENGINEER, , _ 2,a 15.00 LICENSE NO. Plan Checking Fee a ,Q('? Energy Plan Checking Fee $ Misc. Wiring ARCHITECT OR ENGINEER'S MAILING ADDRESS ❑ Penalty $ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. BUILDING ADDRESS &�Mr ��r, r AVL /O � Al, 9,ide 12J Permit fee S !� V PLUMBING PERMIT Filing Fee 10.00 t3/_5 Al e� v ` Each Trap 3 2.00 11,Q C/k Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 (Dj ;Each gas water heater or bent 5.00 . d a USE OF STRUCTURE /� n^ SF ❑ Duplex❑ Mobilehome❑ Other I�r�i� SPECIFY Gas piping system 1 - 5 outlets 5.00 S.d-C> Building sewer 5.00 519 Mobile Home S G W 110.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work' J IUNT106 //v Permit Fee ; Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OR LESS Main service 6 100 AMP OR LESS 10.00 v�v Main service EA. ADD'L 100,AMP---- - -2.50: for this reason CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.6 , hcsiat� I declare under penaltyof perjury ), p l y (Check One: OR AOONS. ACC. BLDGS. N£'w-co NSTR U I.OUTLET 2.50 ea ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON: RE5L BRANCH CIRCUITS) POWER APPARATUS e Heating and Professions Code and my license is in full force and effect.SINGLE OUTLET CIR. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notlee to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Cooling Ex. OCCup��OUTLETS OR FIXTURES ewLa90 3.00 3 Oa License No. Classification. .3• Permit Fee ❑ 1, the my employees with wages as their sole compen- FIXED APP LNS. OR Ex..000up. OUTLETS (RESID.) EA.) 2.00 Mobile Home Installation Fee as owner, or sation, will do the work,and_the structure is not intended or offered Temporary service 10.00 occ for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- I FLO I COF I PAR I PO 1 HO• ISSUE ors. (Sec. 7044) Misc. Wiring 15.00 ❑ I am exempt under Sec. , Business and Professions Code Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. for this reason Permit Fee $ Contractor-- - -------_-._. ._ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 10.00 Heating ❑ The permit is for 3100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notlee to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Cooling Hood 3.00 3 Oa I Ventilation .3• Permit Fee ; 8. (�0 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue Mobile Home Installation Fee $ Energy Inspection Fee $ 3O •OC -;o occ CONST TYPE TOTAL FEE $ 1 HAL. I CUA 1 PARK I SCHI I FLO I COF I PAR I PO 1 HO• ISSUE against said County in consequence of the granting of this permit. X Date Th's permit is hereby issued unaer the appiicabie provl- sionS OT the Butte County Code and/or resolutions to do Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. DIRECTOR OF PUBLIC By WORKS Date Receipt No. �/� (wilr���seciub� OWNER'S NAME: J A M� S 114A A Z Z o fi A RECEIVED PERMIT NUMBER: I A. P. #: © S–d 1 DATE U — RESIDENTIAL NON RESIDENTIAL RECEIVED BY 0 TINE :30 --------------------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE F1 FROM DATA SHEET _I;E�REQUESTED BY PLAN CHECKER J �. OTHER z� C;/NEE2/JU -1 ore ��,�/✓� --------------------------------------- REQUESTED BY CORRECTION NOTICE M YES 0 NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) ��Call Mail to contractor and Address) 6'72 - Ll13Name and hold for pickup at QRDL)"(l — office. Deliver with next inspection. REVISED PLAN CHECK FEES D: $15.00 $30.00 Additional Fees Not Required TO LETTER DATE SUBJECT (�Jl v 22� rc� C�� ►y L x 15 i t Nom- I \ t I NL I .J LAUGHLIN &.CO. N tJ A OcCAU* CIVIL ENGINEERS EXi G T (QC -1 oT sci 5 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 /tip T (� l.-�/� 1. ? I 10 1, a (916) 671.1008 FAX (916) 671-0822 TO LETTER DATE SUBJECT (�Jl v 22� rc� C�� ►y L x 15 i t Nom- I \ t I NL I .J CW -7131 IRI T N tJ A OcCAU* -TR,E Q!=7 St r.>e EXi G T (QC -1 oT sci 5 l �o Ic� 10 n /tip T (� l.-�/� 1. ? I 10 1, a fovt11.9c�S 4' X �' ` E X GAro �� 779 t4Aeo RA- J . - Tl4c�E r -n N c-, s .� VXO L 0-&0STWc TS D . iIt OOUNTY LIVT APPROVED sfA0iB0p�e Aq� "o t����q ❑ PLEASE REPLY ❑ NO REPLY NECESSARY ® C1Vi� �eQe,00 ��9TF o��©Q.D°°°4 SIGNED CLAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 TO DATE -1119 1611 SUBJECT lUl v 2Z�--rte CA�i�1 Lot Cazoc-� 6u, ccll� C� " UA&1�9 UADTZAl—l\ C&6I e`1 Ut34aIU+ 1 wc-v[� t--Lcoeo,. Ua1%a StQ'9 &W ME FL&t2lL t S M" �'l40 UAb6R MWS lco J� pD S StJ Iti —. �t1 g— BUTTE COUNTY BUILDMIG DEPARTMEN _APPROVED 00®6s.rs�.mo�, ci 0. 16003 4 O 0 a •1 dsF OF C�! O���o�so/ll ❑ PLEASE REPLY ❑ NO REPLY NECESSARY SIGNED w n LAUGHLIN c6. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671-1008 FAX (916) 671-0822 610-ldlr OWOT -711511�1 7 t PROJECT BY DATE JOB No. SHEET -Z OF 6,42A 6xif 4AUGHLI & CO. •. Y1• f•.lnS CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, 95991 (916) 671-1008 July. 19, 1988 Butte Co. Bldg. Dept. 7 County Center Drive Oroville,.*Ca 95965 Re: Raise Cabins at Wild.Goose Gun Club; Butte Sink:.. Gentlemen: I have been requested to certify the 100 year flood plain at this site for .building permit purposes: I have reviewed the' -Federal Flood Hazard Maps of this area and they give no flood plain elevations. I contacted Don Neudeck,'.Siate of California Water Resources Phone 445-6242, Herb Hereth,.Corp of -Engineers, Phone 551-2286, John Silbelsky Corp of -'Engineers, Phone 551-1881 and they indicated that. there is no flood plain information available for this area. Herb Hereth did indicate however that a reasonable assumption .of the 100. year flood. plain elevation would be pre - Shasta Dam levels.that were known to earlier area residents. There is a,member of this Club (50.years) that has indicated that pre -Shasta Dam flood water levels were approximately three feet above -those experienced sinc.e construction of the Dam. In as much as there is no•:•better information available, I am recommending that new flood levels be set three feet above known post Shasta.Dam.fiood levels. SPECIFICALLY Item Description USGS Bench 54 HJH set .1951 on site at EL 56 ft. Recent High + 8 ft. Water level EL 64 ft. Estimate 100.year. + 3 ft. .Flood plan EL 67 ft. Therefore,. I recommend that the Hugh Chatham, Jamie Mozzato and Hal Reney cabins at the. Wild Goose Gun Club f j.nk!§h-,­floor elevations .be set at no less than EL 67 feet USGS cerely Gar Lau 1'n 1 ,< Civ Era 0 ZONE A SUTTER CO COLUSA CO O All - - tv UJ Ir, . Z cn oxe a�t vAe oy-d 9MILT 'For pm S6 -c 14L 50 PEI /-560 CtI-Z-C S 6K oTIFfgo Co�TPAc-ro�. ?124N �w ,��orvoap f�,g�LtrM — �vElz Zqz CHECK POINT LOAD FOOTINGS RETZER ctr. 1 1 story footing, .PLF (12"w * 12"d') 1 000 Concrete PSI 2000 2 story. footing, PLF .(15"w * 18"d) 1438 Soil PSF 1000 3 story footing, PLF (18"w * 24"d) 1950 SYM. POINT LOAD FOOTING DEPTH in PSF ADJ. DEPTH PSF ADJ. DEP/WIDT FOOTING SIZE FOOTING STEEL. A 3276 12 1000 1150 1'9" sq. B 4224 12 1000 1200 2' sq. (3) #4s @ 6"oc ea way C 10296 12 1000 1400 3' sq. ('5) #4s @ 6"oc ea way . t GRIDLEY UNION SIGH SCHOOL DI TRICT 429 MAGNOLIA STREET / GRIDLEY, CALIFORNIA 95948 / (916) 846-6249 June 20., 1991 Butte County Building Department 7 County Center Drive Oroville, CA 95965 SUBJECT: School Developer Fee Compliance Gentlemen: JAMES M. UNDERHILL, Superintendent This letter is to verify that the�School Developer Fees have been met on Parcel #0-21-03-009 for a hunting cabin totaling 1,024 square feet. The fee was paid on June 14, 1988 at the rate of $.25 per square foot for a total of $256.00, by Lloyd Dietrich, Contractor, P.O. Box 174, Palo Cedro, CA 96073. It is my understanding.that the hunting cabin was not completed in 1988 and that this verification is now required in order for Mr. Rob Eisenhower, P.O. Box 136, Shingle Springs, CA 95682, to complete the project. I trust that this letter will.accomplish this goal. Please do not hesitate to call if you have further questions. Sincerely, Sally Mitchell Business Manager SM/mr cc: Mr. Rob Eisenhower GOVERNING BOARD: LOUANN CHOATE FRANK COOK AL MCBRIDE STANLEY POTOSKI DONALD SULLIVAN RESIDENTIAL PLAN CHECKING GUIDE 12/90 (S.F.,. DUPLEX & MISC. ONLY) OWNER / /Gt Z-�G t�� Bldg. Permit # /2(,- A . P . # a (� 6 3.' v0 Plan Checker A,,5 GENERAL QIZoning requirements: (sideyards and number of permitted living units). ,aluation. Q Plans signed by designer. 1+ ---Proper description of work on application. x* sting violations on property. ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN q"" -Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. ��Other buildings or structures. -4�Grading, fills, drainage. Flood hazard. �: /Special conditions on creation map, ustible, and foundations). CAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - wilding or utilities across lot lines (Record form). FLOOR PLAN J Complete to scale plan with dimensions. r— Required windows for light and ventilation (Sec. 120.5). Required windows for second exit (Sec. 1204). :"Skylights (Chapter 34 & Sec. 5207). man impact glass (Sec. 5406). Required room sizes, ceiling heights.(Sec. 1207). !G CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. r ---Locations of water heater, heating and cooling equipment, other electrical or gas equipment. T. --Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). Peplace and wood stove location, alcoves, and clearance. ke detectors (Sec. 1210). -Ri-orumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) 117 J Unusual shape, size, or split level house requiring lateral design. Foundation plan complete enough to construct building. 4 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. ,.� Roof construction details complete enough to construct building. --7':' Fireplace construction details and calcs if necessary. j�&— Rafter ties or bearing ridge beam. -ef. Garage door or porch header sizes. tud heights. C11. Adobe soils - special foundation design. Retaining walls requiring design. a-3—Special Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE_ MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails S,Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. . Noise requirements on duplexes. Energy design. Flashing at all exterior openings. . CDF responsible area requireme7fs. a J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS RWT NO. _ 7 Coanty Center Drive,- Oroville, California 95965- Telephone: 916/538-7541�� a APPLICATION AND PERMIT „ A f ASSESSOR PARCEL tUl BER 21-03-09p0 t ZONING A-40 -- BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATI OWRTeff A ESS r CONTRACTOR'S NAME Lloyd Dietrich TELEPHONE CONTRACTOR'S MAILING ADDRESS P.O. Box 174, Palo Cedro, CA 96073 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing FeeX!XRX1XXKXXX $ 1000 Permit Fee 2 original $ ARCHITECT OR ENGINEER Richard Smart LICENSE NO. C-1704 Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS End ri rd, 1 mi N of N. Butte Rd, 3/5 mi W of Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Pennington Rd, Live Oak area Each Trap 2,00 (Wild Goose Club Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent — 5.00 USE OF STRUCTURE SF q Duplex❑ Mobilehome❑ Other SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 0.00 ea TYPE OF WORK New ❑ Addition [IRemodel ❑ Utilities ❑ Installation❑ Other ❑ ; Describe work: 1st- rPnewal /1 690-8R) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6OO1100 AMP OR LOR LESS ESS 100 10.00 Main service EA. ADD'L 100 AMP 2.50 j$&ONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full f e and effect. License No. -2 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- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason GOCCUP.Ed\ S. +/Z¢sgft oR ADDNST CONACCST NEW CO NST U TI.OUTLET NON-RESID BRA CH CIRC TS 2.50 ea (POWER APPARATUS eJ SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES eALAS30 Ex. Occup. OUTLETSP(RESID )FIXED APLNS.REA.� 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 9 Permit Fee $ **.WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against County in conseque ce of the granting of this permit. '. leiThis X 78ate Signature of AoIplicant — Owner Contractor ❑ Agent LZwork 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 140.25 occuP, I cox ST.TYPE SCHOOL FLOOD PARCEL PD I NO I ISSUE permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECTO OF PUBLIC BY PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS to ��� Receipt No. WHITE-O.P.W.. YELLOW-ASSLSS011. PINK -INSPECTOR. GOLDENROD-APPLI CANT II i COUNTY OF BUTTE - DEPAR`TMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Oroville, California 95965.- Telephone: 916/538-75 �) APPLICM-10 UD PERMIT v - ASSESSOR aA�CEL NUMBER 7 (�C/J` fG r 02 ZON IN BUIL G PERMIT OWN4R Z2 TELEPHONE SO. FT. OCC. BUILDING VALUATION O ER'S MAILUNG ADDRESS C N RACT R'S t0 I I ` T P��O CT CTO 'S MAILDRE P © %}_` Q 9(Q 6 Fireplace W,/ I / CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ AR ITE T OR E G ER ! C CENS No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEEFPS MAILING ADDRESS Penalty $ BUI DIN ADDRESS ,, ll r i Penalt tee 51$ PERMIT Filing Fee 1 10.00 _PLUMBING p Each Trap C Solar or heat pum water heater 2.00 20.00 n (� ��� LOT NO. S LW 0 10 AM l ©Og e Oul PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF;I Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New % Addition ❑ RemodeI El ti lities ❑ Installation ❑ Other ❑ Describe work: I.L rl")r Permit Fee $ S1 77, Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C de and my license is in fullf rce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OR ACDNS. AGC. BLDG ,/ZQsQ ft } NEW CONSTR. I.OUTLET2.SOea NON.RESID CIRC ITS -.BRANCH POWER APPARATUS e (SINGLE OUTLET cIR. Ex. OCcup(OUTLETS OR FIXTURES 20050t e ALe 30 Ex. Occup. OUTLETS P(RESID )FIXED AFLNSREA.) 1 2.00 Temporary service 10.00 -� Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. jZI 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. MECHANICAL PERMIT Filing Fee = 10.00 Heating tl Q _ Cooling _ Q Hood = 3.00 ;• Ventilation — permit Fee = — Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 expenses which may in any way accrue against sal ount in nse ence of the granting of ( pe it. X D Signature of AP (cant — Owner LJ Contractor Age t n or An OSHA permit is required for excavations over 5'0" deep and demolition or construct-DIR ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 120, TOTAL PERMIT FEE $ occS CONST.TV!qYPE SCN L PILO AR L P _ M Isp This permit is hereby issued under sions of the But County Code and/or work Indicated above for which .fees CTOR OF PUBLIC � By ' P IT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS —Date 7— Z2 -?P — �-' Receipt No. $ 7, WHITE-D.P.W.. YELLOW-ASSE SO., PIN.-I..PE OR. O01DENi10D P►LI CANT COUNTY OF BUTTE - DEPARTMENT OAF PUBLIO WORKS - BUILDING DIVISION •:►ti 7 COUNTY CEWrER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET V/ ' Permit No. OWNER l/ ��f� Z�Of4� AI. P. o. °11-63-09ffert ;t. �J Proposed Building Use A4 LAJ /� Building Inspector Date S� At ¢ime of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED A. All items.have been submitted, .Plot plans in V� litl c eft iplicate, signed by preparer of plans. �i' ��'Met �XComplete plans in lira a%Tx' licate signed edprfhy_p- 4. Complete engineered plans and calcs, wl h wet signature on plans. PlaJgs wit Energy Design Compliance Statement. I (i School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Integtl�for Ngo -Heated and AC Buildings. ' 8 ees of $ / / (� . . . . . . . 9. Letter of signature authorizatio7,1 n. % 10. Sanitation approval from �/ V0 U i/C- , Health Det q$ 1. Planning approval for (A) Use: s� _ (B) Park ing:1�'b ` Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14, Owner -Builder Verification (Given to owner [1, ❑ , Mail to owner .) _15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . .' Pre-Inspec.request to (Da s) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. '► 19. Driveway Permit. 20. Plot plan approval from city of 21. Eng)ine red trusses in duplicate (required prior to plan check.). aCs oV, �11Sta�f hDf GrJgfP✓ �IPa ✓' When you issue the perrlt, process as follows: Mail to owner, Mail to contractor. t" Telephone 1 �"w 2L and hold for pickup at cc ffice, Deliver w/inspector. nthar Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted r'or to per i issuance: (Circle new item not checked above). 1. Index permit for above items No. ` cD2 Additional items required: , , ontr esigner, owner, was advised of above required data by_phone !�ail counter b ate Contractor, designer, owner, was advised of above required data by_phone_mall--Aou ter by date Plans checked by (�u Date Coov-DPW Plans approved by Sets of plans on hold in—900-File cabinet AP folder Date G-110 Uv dif COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541,. DATE_ 6/8/88 Jamie Mazzota RE: Building Permit Application c/o Lloyd Dietrich #1620-88 P.O. Box 174 A.P. # 21-03-09 Palo-Cedro, CA 96073 With reference to the above subject: /XX/ Attached is: Application for permit Mobilehome.Utilities Installation Sheet XX Building Plans Mobilehome Installation Information Sheet XX Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need'the following information: Permit application signed and completed where indicated with all copies returned. Pes of $ payable'to Butte County Treasurer. tificate of Workmen's Compensation Insurance or check exemption statement. tractor's License Law information or check exemption statement. Complete plans in , including plot plans. l.ot plans in duplicate Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section X Two sets of plans in accordance with the changes marked in red. station approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise 1 (DPW). P anning approval from Butte County Planning Department, 7 County Center Drive, . Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY 1 4.04-%091 1 Owner 7^4t ofa-a cm Climate Zone �� Permit No. i 1a Ab Floor Area 10.W Compliance path: Package ❑ A ❑ B ❑ C [point System ❑ Budget WOther 46/10 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: [/ Roof/Ceiling i Wall ❑ Slab Floor Perimeter lir Raised Floor (2) INFILTRATION: Cl (A) A vapor barrier is required in climate zones, 1, 14 & 16. Lw� (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (� (C) All -swinging door.s..and.windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %,Floor Area Single Double Triple 01*11 Total Bldg /ON( /O, L X Rol North -� all East Go 5.9 C010 South MOO, West '.�3 3.7 ❑ Skylights `S- __0 (B) Shading Shading Coefficient Description 200, East G ` 04044. &4A 2//V G- 200, South 00 so 200' West_Of13Skylights •� (C) South Overhang Length of projection A ft. Description ❑ (D) Moveable insulation: Area ftZ Description , (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 M-00' (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 = ❑. (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox.;. a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A),'Heat ing ❑ Central Gas Furnace % • (brand and model number) SE Btu/hr 800, (heating capacity) Heat Pump �• (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar i (type (liquid or air) Collector brand and r ft2 " model number solar fraction collector area collector orientation collector tilt rated y -intercept } rated slope ❑ Other (describe) i *1 (B) Cooling r ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Heat Pump �• 20000'Electric EER Btu/hr ' (cooling capacity at 95°F) J' ❑ Other (describe) [� (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on ;:. its second stage, shall be required for heat pumps. [� (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling -heat pumps. BOO' (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan tYPe central furnaces, gas-fired fan type wall furnaces and .x gas cooking appliances. M-00' (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 (6) AOMESTIC WATER SYSTEM [� (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) _ Gallons 2 (tank size) ❑ * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) -(B) TANK INSULATION: Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. C� (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). [� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. �7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature 30 °, elevation Z 3V ', heating load / BTU el&wfactor -01"x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature °, cooling load %.;�'TU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE'INADEQUATE) j *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATU OF ILDING DESIGNER OR APPLICANT 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 Laughlin & Co. 1008 Live Oak Blvd. Yuba City, CA 95991 With reference to the above subject: " Attached is: OTHER PHONE: 916-538-7541. •:: RE: Building Permit Applications for Wild Goose Club(Mazzato,Riney, & Chatham) A.P. # 21-03-09port & 21-03-16 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced Lam[ We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including' plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of -deed showing Recorded copy of agricultural acknowledgement statement. X OTHER Per your letter dated 7/19/88, concerning raised cabins for Wild Goose Club we will need a specific marker at or near the building site and reference to that i)oint for finish floor level. Should you have any questions concerning the above, please contact this office. Yours very truly, William Cheff Director of Public Works C.F. Glander JFG/aj hief Building Inspector DP ZONE 11 Ceiling Insulation _/i OWNER lli/ A U-0- f POINTS PERMIT NO. ,1Q- ASSIGNED ACTUAL 1. SLAB - INSULATION I 0-3.1 1 to 16.4 up - N9 2. RAISED FLOOR - R-19 3. CEILING - R-30 • 1 0 +1 I +2 i .20-.36 4: WALL - R-19 I Glazing :;•pe _ I R -Value of Insulation I Points I 5. NORTH GLAZING - 2.4-3.6% I ..83 up i i 1 0 1 -1 I -2 I I f,�+ S-/ i 0 1 3.2 1 6.4 1 8.0 1 9. 6. EAST GLAZING - 2.5-3.6% 1 I of 7. SOUTH GLAZING - / 1.6-3.6% 4 0 1 0 1 0 1 O I 3. Z� 8. WEST GLAZING - 2.9-3.6% I (U - 9. SKYLIGHT - 0-1.37 -4b.- to I to I to ( to I up 10. SHADING (Exclude Overhang) I EAST - . 66'.. (,v f- 1 1.10) SOUTH - .19-.42 * ` S. 0 1 -1 1 -3 I -6 I- WEST - .13-.36 -2 1 .SKYLIGHT - .37-.57 I olnta I 11. HORIZONTAL SOUTH OVERHANG 2' I•P �- 12. 1.1OVABLE INSULATION - NONE I 0 1 13. INFILTRATION (Standard=0)(Tight=+12)- +s 14. THERMAL MASS SF �� �- 15. GAS FURNACE (SE) 71-76% I Z of 16. !TEAT PUIgP (EER) 7.5-7.9% i s 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% U- I 49 WOOD STOVE _ I (U - 1 14,5 WATER HEATER 1 ATTIC 10.66- 1 0.42- 10.41 OTHER . I I 3.7•• 5.2 TOTAL POINTS = I -2 I Table 3-1. Slab Floor Points Table 3-2. Raised Floor Points I----- T 1 1.10 T 1 5.3- 6.5 Tn=uls- I R -Value of Insulstlon 1 I R -Value of I 1 1 thin I ointsl Insulation Points I Depth, I -6 I i i Ir!nches 1 0-2 1 3-4 1 5-6 1' 7+ 1 1 7.8- 8.9 I I I I I I I I below 3 I -12 I --- T I 3- 4 I -8 I 16- 11 I -5 I -5 I -5 I -3 I 1 -10 .I I 5- 7 I -6 I i17,-151-5 I-3 I-2 I-1 'lo I 1 8-12 1 -4' I I - 19 I -5 i -2 I -1 10 I -11 I I 13 - 18 I r2 I 20 + -5 i -1 i 01 +1 1 -6 •19+ 0 i I •i -14 i i i 1 Pointe 1 1 13.1-14.5 1 -25 7/7/83 -16 I I Table 3-3a. Ceiling Insulation Table 3-7. South-F3clnS Glazing Pte 1 Points I 1 3.2 I ( I 0-3.1 1 to 16.4 up 6.3 I 0 -.19 1 0 +1 I +2 i .20-.36 I I Glazing :;•pe _ I R -Value of Insulation I Points I 1• Total I I ..83 up i i 1 0 1 -1 I -2 I I I South 1 i 0 1 3.2 1 6.4 1 8.0 1 9. I 1 1 I of I Sngl, I Dbl, I Tr -;-17 0 1 0 1 0 1 O I I :4 66 3-. 1 0 1 -1 I -2 I -2 - up I , Floor I (U - I (U - I (U - I' to I to I to ( to I up 19 I -4 I I Area ; 1 1.10) 10.65) 10.41)1 .37-.57 1 0 1 -1 1 -3 I -6 I- 22 1, -2 1 I I oints I olnta I ointsl 1 1 ; 30 I 0 1 ---O---T- +s +3 +3 :.1 a -1 1 -3 1 -6 I -12 I -. .83 up 1 -2 1 -4 I -8 I -16 I -2 I I I I I I Z of u to 1:6 1 +1 i s +O U- I 49 I. +4 I I (U - 1 (11 - 1 1 I Area 10.66- 1 0.42- 10.41 1 I I 3.7•• 5.2 I -4 I -2 I -2 0.41)1 1 1 1.10 1 0.65 1 1 5.3- 6.5 1 -6 1 -4 I -3 1 I tints I otnts I IL ointsl I 6.6- 7.7 I -9 I -6 I -5 ' ��� e 1 7.8- 8.9 1 -11 I -8 I -7 ? 1 2.0 up I 0 I 0 I 1 up to 1.3 I 9.0-10.0 I ,-13 1 -10 .I -9 1 Table 3-4a: !tall Insulation Points 1 10.1-11.5 1 -17 I -13 I -11 I +2 1 +2 1 1 2.3- 2.8 1 -6 1 11.6-13.0 I'-21 I =16 1 -14 i I R -Value of Insulation 1 Pointe 1 1 13.1-14.5 1 -25 1 -19 1 -16 I I Points I I 114.6-16.0 I I -28 1 -22 1 -19 I 1 ; -11 11 I -7 I I I I I ` 1 � 19 I o I Table 3-8. . West-facingGlazingPts. I 1.7- 6. 1 '-10 I ..;A. I -5 1 I 5.1- 5.6 I ' -16 1 -12 1 -10 1 30 Points I +3 I -13 l;-8 Glazing Type I 5.7- 6.2 I -19 1 -14 1 i i Tata! I 7.8- 8.7 I -15 ' I -10 I -8 1 1 6.3- 6.9 I -21 1 -16 1 I Z of I Sngl, I Dbl, Trpl, I -1.7 '1 -12 1 -10 1 1 7.0- 7.6 I Floor I (U - I (U - I (U - I Table 3-5. North-Facin Glazing Pte 1 Area 1 1.10) 10.65) 10.41)1 1 7.7- 8.2 I -26 1 -20 1 -17 1 I 5.6 - 11.5 I I 1points I oints I ointsl -15 1 I Glazing type 1 o +6 +6 +6 I Total' .I -18 1 - I I up to 1.3 1 +5 1 +6 1 +6 I 1 Z of.! 1 Floor"; I Sngl, I U - I Dbl, I Trpl, 1 1.4- 2,2 1 +3 1 +4 1 +5 1 -22 1 I `'23.6+ 1 U- U- 1 1 2.1- 2.8 1 0 1 +2 1 +3 1 I Azea 110.66 1 0.42- 1 0.41 1 1 2.9- 3.6 1 -3 1 0 1 +1 1 I 111.10 10.65 1 down 1 1 3.7- 4.2 1 -5 1 - 1 0 1 I 0.1'- T + I + I �� R"T'b 1 -8 I -4 I -2 I +6 I +4 I .1 5.1- 5.6 1 -10 I -6 I -4 1 1.3- 2.3 I +1 I +2 I +2 I 1 5.7- 6.2 1 -13 I -8 I -6 1 1 2.4- 3.6 1 -2 1 0 1 +1 1 1 6.3- 6.9 1 -15 I -10 1 -7 i I 3.7- 4.8 I -4 I -2 I -1 I I 7.0- 7.6 1 -18 1 -12 1 -9 I I! 44o I -3 I 1 7.7- 8.2 1 -20 I -14 ( -I1 I 1 7777 7.37..3 -9 I-76 1 -5 1 I 8.3- 8.8 1 -22 I -16 1 -13 1 7.4- 8.2 I -12 1 '.-8 I -7 I 1 8.9- 9.5 1 -25 I -18 1 -15 1 8.3- 9.7 I -14: 1 =10 I -8 I I 9.6-10.1 1 -27 I -20 1 -16 I 9.8-10.8 1 -17, 1 -12 1 -10 1 1 10.2-11.0 I -29 I -23 1 -17 110.9-12.0 I -19 1 -14 I -12 1 111.1-11.8 I -35 1 -26 I -21 I 12.1-13.2 I -22 1 -16 I -13 1 111.9-12.7 I -38 I -29 I -24' I 13.3-14.5 I -24 1 -18 I -15 1 112.8-13.5 I -42 I -32 I -27 I 14.6-15.3 i -27 1 -20 j -17 1 ( 13.6-14.3 I •-46 I -35 1 -29 1 14.4-15.2 1 -50 I -38 1 -32 I Yable 3-10. Shading Coefficient Points T- I SC by 1 I 1 Orlen- I Z Floor Area tation 1 I East I 1 3.2 I ( I 0-3.1 1 to 16.4 up 6.3 I 0 -.19 1 0 +1 I +2 i .20-.36 1 0 I 0 I ♦1 3� I : 1 0 1 -0 I ..83 up i i 1 0 1 -1 I -2 I I I South 1 i 0 1 3.2 1 6.4 1 8.0 1 9. I I to I to I' to I to I up 13.1 16.3 I 7.9 I 9.5 I -, I 0 -.18 1 0 1 +1 I +2 I ++22 I I 19-.42 1 0 1 0 1 0 1 O I I :4 66 3-. 1 0 1 -1 I -2 I -2 - up ,I -2 I -4 I -4 I- West I .1 1 1.6 1 3.2 1 6.4 I S. I to I to I to ( to I up 11.5 1 3.1 16.3 17.9 I 0-.12 1 0 1 +1 ( +3 I +6 (+ .13-.36 1 0 1 0 1 0 1 0 I .37-.57 1 0 1 -1 1 -3 I -6 I- .58 -.e2 1 -1 I -3 I -12 1 -1 .31 up 1 I -2 I -4 1 -8 -16 I -7• I I I t Skylight 1 .1 1 .8 1 1.6 1 3.2 14.' I to I to I to I to I to 1 7 1 1.5 1 3.1 13.9 15. r--F-T-T--T- 0-.12 1 0 1 +1 1 +3 1 +6 I+ .13-.36 1 0 1 0 1 0 1 0 1 .37-.57 1 0 1 -1 I -3 ( -6 1 -58-.82 1 -1 1 -3 1 -6 I -12 I -. .83 up 1 -2 1 -4 I -8 I -16 I -2 I I I I I 1 I 1 1 Table 3-11. Horizontal South Overhane Points Table 3-9. Skylight Points --I S o -u TrC Glaeing Table 3-6. East -Facing Glaztn Pts. I Leneth Out I Area, Z of Floor I T I I - Glazing Type I I from Wall I I I' Glazing Type I I Total I I I ft r Total . I I I Z of Sngl, I Dbl, I Trpl, I 1 0-6.3 I 6.4 up I I Z of I sngl, Dbl, Trpl, I Floor l U- l U- l U- I I I I I Floor I (U - 1 (11 - 1 (U - I I Area 10.66- 1 0.42- 10.41 I 1 0 - 0.5 1 -2 1 -4 1 Area 11.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down 1 1 0.6 - 1.0 1 -2 1 -3 1 1 I tints I otnts I IL ointsl 1 1.1,- 1.9 1 -1 1 -2 1 ��� t[ T I up to 1.3 1 -1 1 0 1 0 1 1 2.0 up I 0 I 0 I 1 up to 1.3 1 +3 1 +4 I +4 1 1 1.4- 2.2 1 -3 1 -2 1 -1 1 I I I I 1.4- 2.4 I +1: 1 +2 1 +2 1 1 2.3- 2.8 1 -6 1 -4 1 -3 1 Table 3-12. Movable Insulation 1 2.5- 3.6 I -2 1 0 1 0 1 1 2.9- 3.6 1 -9 1 -6 1 -5 1 Points 1 3.7- 4.6 I -5 ' I -2 I -1 1 I 3.7- 4.2 1 ; -11 1 -8 1 -6 1 ( 4.7- 5.6 I -8 I -4 1 -3 1 '1 4.3- 5.0 1 -14 1 -10 1 -8 1 I Moveable Insulation] I 1.7- 6. 1 '-10 I ..;A. I -5 1 I 5.1- 5.6 I ' -16 1 -12 1 -10 1 I Area, t of Floor I Points I I I -13 l;-8 I -7 1 I 5.7- 6.2 I -19 1 -14 1 -12 1. I I I I 7.8- 8.7 I -15 ' I -10 I -8 1 1 6.3- 6.9 I -21 1 -16 1 -13 1 1 8.8- 9.7 I -1.7 '1 -12 1 -10 1 1 7.0- 7.6 1 -24 1 -18 1 -15 1 1 0- 5.5 I 0 I I 9.8-11.2 1 -21 1 .-15 1 -13 1 1 7.7- 8.2 I -26 1 -20 1 -17 1 I 5.6 - 11.5 I +2 I 1 11.3-12.7 I -25 1 -18 •1 -15 1 1 8.3- 8.8 I -28 1 -22 1 -19 1 I 11.6 - 17.5 I +4 1 ( 12.8-14.0 1 -28 1 -21 1 -18 1 1 8.9- 9.5 1 -31 1 -24 1 -21 1 I 17.6 - 23.5 I +6 1 14.1-15.3 1 -32 1 -24 1 -20 1 1. 9.6-10.1 I -33 1 -26 1 -22 1 I `'23.6+ 1 +8 LUNE II TABLE 3-14 (ADAPTED) INTERIOR THERMAL MASS POINTS u.ee nun rue Aora ent-c rnnT ' Table 3-1.3. Infflttation Control Fee.tvres Points _ - -T---r I Coc:rol Features I Points I T- I 1 I I Standard 1 0 I 11.9 air changes per he I I I I I T- I Tight I +12 I 1 I I I I .7.6 alq changes per hr I I 1 I I Table 3-15. Cas Furnace &;Ithout , r- Refrl crag [!on Cool!r.q Points ; Seasonal Efficiency 1 Points I ! I (SE), i r I 71 - 76 I 0 I 77 - 82 ( +2 1 I 83 - 88 I +4 I ; I 89 - 94 I +6 l I 95 up ( +8 I i I I I t t AREA 1,000 1,500 I +2 I I 15 - 23 x2,000 2,500 I , +6 I I 3.000 { 1 I 3,500 1 +12 I ' 4,000 Points I +18 I 4.SGO I +20 I fc2 5,000 1 s4. FT. A B C 0 A 8 C 0 A B C D� A B C 0 A B C D A 0 -SC 0 rA 88 C D A 6 C D S -B C +14 SO 2 2 2 2 2 2 2 0 2 2 2,,; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 I 10.1 - 10.0 ) +21 I 100. 4 4 4, 2 2; 2 2 2 2 2 2•- 2 2 2' 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 +2 +5 +1 +9 +12 ISO 6 6 6 4 4 1 4 4 2 2 *2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 0 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 1 2 2 7 0 2S3 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7. 2 2 2 7 2. 7 2 2 350 1/ 14 12 8 10 10 B..6 6.6 6.4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 2 400 14 14 12 8 In 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 i 4 2 2 500 18 18 16 10 12 12 10 6 10 '10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 •i "a 4 4 4 2 4 4 t 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 G 6 4 6 6 6 4 6 6. 4 2 I • 6 6 J 2' 100 24 24 20 14 18 16 11 10 14 14 12 . 0 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 4 A 6 6 41 6 6 6 7 1 I 270 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 P 8 4 n I 6 6 4 8 6 6 4 6 6 6 4 1 90a 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I 3 8 '8 4 8 8 6 4 8 8 6 t 1,000 30 70 26 18 22 20 20 14 10 18 16 10 I/ 10 12 B 12 12 10 6 12 10 10 6 10 10 8 6 8 8 0 4 .n. 8 6 4 i 1.100 .12 17 28 20 14 24 22 14 ZO 20 18 10 16 16 14 8 14 14 12 B 12 11 10 6 10 10 10 6 13 10 8 6 !� 2 f 1 I 1,200 74 72 70 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 112 12 10 6 la 10 8 6 In In 8 6 1.130 34 34 32 22 28 26 24 16 22 22 20 12 IS 18 lE 10 lu 14 14 8 14 12 12 6 12 12 10 6 12 10 10 L� 10 10 r. 6 1,400 34 '34 32 24 28 28 26 18 24 24 20 14 20 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 12 12 :C t 1 In 10 17 S 1,i09 36 34 34 24 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 B 17 12 10 GI 12 12 1: 6 1 2,300 34 34 32 22 30 30 26. 18 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 16 16 14 OI 14 1s I! B I 2.SOO 34 34 30. 22 30 30 26 18 26 26 24 16 24 24 22. 14 22 22 18 12 20 20 18 I: Is 13 16 :0 J.CDO ' .I t ; I 34 32 30 22 30 30 26 18 28 26 24 16 24 24 22 14 22 27 20 14, :. .3 lc li i 3,500 i w " 32 32 30 20 30 30 26 ld 28 28 74 16 26 24 27 141 `1 ;4 2D 14 ; 4,030 I 32 72 30 20 30 30 26 18' 70 28 24 if '1.5 bi 2: If 4.500 i 32 32 28 20 30 30 26 '.0 ie ..n• ?-- ;C s,eo3 _..- ---'---.� 32 't., 2i - 23 1 IJ- 'G- -6 -1-. 1 I 11.5 - 12.3 I +27 I 1 Points for this measure will I I 12.4 - 13.2 l +30 I I be completed after the CEC I 1 1 I I has approved an Alternative l I Component Package for Resistance 'I I 1 neat. Table 3-18. Active Solar Spnee Heatingvith Cas Points Table 3-17. Cas Furnace With Refriveration Coolin Points I Vet Solar Fraction I Points I I �r ;Refrtgeraclonl Cas Furnace 1 I Cooling I SE % 1 (17i -177-i83-139-195 I 1 761 8:1 891 941 u I I b.0 - 8.3 ( 01 +21 - 1 +61 +8 1 I 8.4 - 8.7 1 +21 +41 +61 +91+10 1 I 8.S - 9.2 1 441 +51 +814101+12 I I 9.2 - '3.7 1 +61 +81+101.121+14 1 I 9.8 - 10.3 1 +31+!01+121+141+16 1 1 10.4 - 10.9 1+111;+L2i+141+16;+►5 I 1 11.0 - 11.9 1+121+141+161+181+20 1 1 1 1 I 1 1 7/7/RI I 0-6 I 0 1 1 7 - 14 I +2 I I 15 - 23 I +4 I 24 - 30 I , +6 I 31 - 39 I +0 I { 1 I: +10 I 48-55 1 +12 I Table 3-16. peat P•rmo Points I +18 I ' 72 up I +20 I fc2 I +menti In, Part 2 I I I 0 1 I I Elcccrtc Resistance I I I o-;1 f ; t I -40 1 I I Energy Effic!eney I Points I r 1 . A) 1. 3'1' Concrete Slab: NC -8.93; R-.29; ' Factor -7.3 I Patio (EER) I I 60-69 2. 3 3/4" Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 1 0 1 1 +7 8) 1. 54• Concrete Slab: HC -14.106: P•.45g; Factor•7.1 +17 +21 +24 800-999 C) 1. S" Solid Filled Block: HC•20.63; R-1.93; Factor -6.1 r----�- +8 +11 +14 2• 8" Solid Filled Block With Both Sides Exposed To Conditioned Air. I 7.5 - 7.9 I +3 I 1 NOTE: Use all square footage directly exposed to conditioned air I S.0 - 8.3 I +6 I +14 for Thermal'Hass Area: IIC-10.164; R-.965; Factor -6.1 I 8.4 7 1 + I I 13 1 I 0) 1" Thick Concrete/Tile: NC -2.55; R-.083; Factor?3.7 I 9 B I 9.2 - 9.1 9.6 I +13 1 Table 3-19. tonally Controlled y 1 9.7 - 10.2 I +l8 I Electric Reslctance 1 I 10.1 - 10.0 ) +21 I .� Space NeatlnA Points " 0 I 10.9 - 11.5 I +24 I +17 Table 3-24. Solar Water Fleatin With Cas Barka Paints I 11.5 - 12.3 I +27 I 1 Points for this measure will I I 12.4 - 13.2 l +30 I I be completed after the CEC I 1 1 I I has approved an Alternative l I Component Package for Resistance 'I I 1 neat. Table 3-18. Active Solar Spnee Heatingvith Cas Points Table 3-17. Cas Furnace With Refriveration Coolin Points I Vet Solar Fraction I Points I I �r ;Refrtgeraclonl Cas Furnace 1 I Cooling I SE % 1 (17i -177-i83-139-195 I 1 761 8:1 891 941 u I I b.0 - 8.3 ( 01 +21 - 1 +61 +8 1 I 8.4 - 8.7 1 +21 +41 +61 +91+10 1 I 8.S - 9.2 1 441 +51 +814101+12 I I 9.2 - '3.7 1 +61 +81+101.121+14 1 I 9.8 - 10.3 1 +31+!01+121+141+16 1 1 10.4 - 10.9 1+111;+L2i+141+16;+►5 I 1 11.0 - 11.9 1+121+141+161+181+20 1 1 1 1 I 1 1 7/7/RI I 0-6 I 0 1 1 7 - 14 I +2 I I 15 - 23 I +4 I 24 - 30 I , +6 I 31 - 39 I +0 I 40-47 I: +10 I 48-55 1 +12 I 56 - 63 I +14 I ( 64 - 71 I +18 I ' 72 up I +20 I fc2 I wood stove #33 poinfs-(no back up) ca.sablanca fan + 1 point kultifamll (pit unitpoints) 1 Table 3-21. Other Water !!eating Pts. T-- �T 1• System Type I I Floor Area I Net Soler Fraction (NSF), P 0 I per unit, Beat Knsp I 0 Solar with Electric Re+!stance Onckup 1 4• 1 fc2 I +menti In, Part 2 I I I 0 1 I I Elcccrtc Resistance I I I o-;1 f ; t I -40 1 I i 0.9 10-19 20-29 30-39 40-49 50-•59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 4.2 +4 +6 +8 +IO +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 000 and up 0' 1 +1 +2 1 +4 1 +5 +5 1 +7 +9 All others (pe built! ng paints) BUO-899 0 +5 +10 +14 +19 +24 +29_ +34- 900-999 0 +4 +5 +13 +17 +i1 +26 +30 1,1100••1,199 0 +4 •+1 +11 +15 1.19 +22+26 1,206-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +1 +9 +12 +14 +lc 2,000-:,999 0 42 +3 +5 17 +8 +10 +11 3,06-0 ir.d uo 0 +I +3 1 +5 +5 4'7- +S 1 +10 1 Table 3-21. Other Water !!eating Pts. T-- �T 1• System Type I I Points I I I 1 Cas Only I 0 I Beat Knsp I 0 Solar with Electric Re+!stance Onckup 1 4• 1 I Meeting the Require- I I +menti In, Part 2 I I I 0 1 I I Elcccrtc Resistance I I I o-;1 f ; t I -40 1 I ENERGY COMPLIANCE (RESIDENTIAL) BY:LV tA - DATE: 3 4 8 HOLMES ENGINEERING 3689 SUZANNE WAY (916)223-6701 REDDING,CA.96002 .PROJECT: Wmb Ci DOSE CA -6115 LOCATION:Bvrre COVNTti ZONE LAT.�J.3 TW 30 TJ_yp-TS 106 WB -7 PLAN OZZ4 ✓ TH-79 TN—TC_SS O ITEMS Ceiling 19+ -30 -� Cert Drs,Wndwsy Exhaust Dampers ✓ Kitch 25L/W ✓ Walls 11+ _i.q --' Cert Faucets v Fireplace Doors _A Setback Thermo ✓ Weatherstrip ✓ Cert EVAC Equip v Extern Comb Air _&A HW Blanket R12 Caulking v Cert Wtr Htr Ag Flue Damper _" HW Lines R3 AJA Vapor Barrier !4g Ducts per UMC r Intmnt-Ign Gas _61A ASHRAE Calcs ✓ POINTS I [Front Faces: NOIC MEASURE Slab Perim R HUAC DESIGN Raised Floor R �_J O Ceiling R so O % Attic/Ceil 1.0 + 31 Walls R 20} }2 North Glass U — ,%F Q +4 East Glass U 1 ,%F 5.9 =& South Glass U •61 ,%F ti. +2. West Glass U •lpI ,9F lb .Z 1 Skylights U ,%F 0 0 North Glass 9 _Q_,SC O East Glass % 9.9 ,SC 954,O ✓ South Glass Z O•L ,SC .$ O West Glass % 3.7 , SC . $ _.• 3 Skylights % -_0 ISC O South Overhang,Ft 30 DEG Movable Insulation,%F BTU/HOUR Infilt:Std,Med,Tight ST b O External Thermal Mass: -2,328 MC /Af GLASS= Internal Thermal Mass: MC 4y -L /Af /02.4_ � Z Gas Furnace SE -1,200 Gas+Refrig SE/ER FLOOR= Heat Pump EER_ Active Solar NSF -5, 3.08 Zone Elect Heat -3,062 Wood Heat DUCTS= Solar HW + Gas Other HW HeatNoAf SToR,IDS6 O Other MIN= AB -163 Points'l2 TOTAL POINTS CERTIFICATIONS DESIGN MEETS CALIF ENERGY RE Q�pFES.SIp�,� � � z w No rn r� -HA h �\C OF CALIF COOLING LOADS: COOL TO 28 DEG SWING 0 DEG AMB.TEMP 100 DEG 00 RF- B TU/HOUR �Ls WALLS= 1, 225 GLASS= 825 i SOLAR= 3,989 CEILG= 820 FLOOR= 1,080 / UENTIL= HUAC DESIGN LOADS 3,248 COPYR16HT 1986 HOLMES ENGINEERING DUCTS= WILD GOOSE CLUB 18,282 LIUE OAK, CA. DESIGN= LT= 39.3, ZONE= 11 23,250 MAX- 35, 626 / HEATING LOADS: 2.2 -TONS ✓ HEAT TO 28 DEG / SETBK TO 55 DEG AMB.TEMP 30 DEG BTU/HOUR WALLS= -2,328 GLASS= -2,540 CEILG= -1,200 FLOOR= -1, 964 UENTIL= -5, 3.08 PICKUP= -3,062 / DUCTS= -1,640 DESIGN= MIN= -18,043 MAX- -32,286 COOLING LOADS: COOL TO 28 DEG SWING 0 DEG AMB.TEMP 100 DEG 00 RF- B TU/HOUR �Ls WALLS= 1, 225 GLASS= 825 i SOLAR= 3,989 CEILG= 820 FLOOR= 1,080 / UENTIL= 2,918 INTERN= 3,248 PULLDN= 3,335 DUCTS= 1''239 SENSBL= 18,282 LATENT= 3,958 DESIGN= MIN= 23,250 MAX- 35, 626 REFR I G. COOL'I NG: MIN= 2.2 -TONS MAX= 3.4 -TONS BUILDING DATA (RESIDENTIAL) BY:JUM DATE: 23. 8 HOLMES ENGINEERING 3689 SUZANNE WAY (916)223-6701 REDDINC,CA.96002 PROJECT: MLb GOOSE CLVB Af_j 02 GLASS ORIENT AreaAg %Af Ug� GAU SCg Shading Device SCs %Covr NetSC SC/U EAST &0 5.9 1 5 .VL jursct StaaEkis .105 .5o .494. seutl�l —,� 0• -AtL .al • bb .fps • 50 • Z4- lyEsr $ .7 . 1pf 23.2 . k , bS . So • 54. Total [CAU=AgUg] NetSC=SCg[1-%C0 -SCs)] WALL TYPE A WALL TYPE B Orient Aw Uw AwUw Ad Ud AdUd WAU Component R Component R�or _ i*Is.,L GPH No. Demand ILE 21.0 S�n�N�c Occ/1000 r CFM/Occ 14 EAST .196 OVID IL k11.0 l -o r-1.41 wet R Alf, �,,�� 5051% Paso tm (r��sut� 19bo �4-.0 iMSVL .DO 1d L 2l8 .pt It•'►- t2.1 Kitch Sink Air Films Ilk Air Films Air Films 1.%-- Air Films Air 'Films . gS Air Films Total R 31. I,7? Total R Framing F 1.10 Total R 21.14 Total R Framing F Le 7Le/Lf=Re Le 7Le/Lf=Re Framing F t.19 Framing F Total 9o0 0. �Q �.,$_ 58 i. U=F/R •OS[.j U=F/R :v --Wall, d=Door Ar 1024 CAU 30.o WAU=[AwUw+AdUd] CEILING TYPE A CEILING TYPE B i FLOOR TYPE A FLOOR TYPE B Component R Component R Component Component R GPH No. Demand Fixt. iQR Occ/1000 r CFM/Occ 14 �AtSVi. 30,00 Lav Basin l -o r-1.41 Clotheswshr Alf, �,,�� BTU/Occ'L�Watts/sf_L (r��sut� 19bo Tub/Shower 30 Heating Equip: Kitch Sink Air Films Ilk Air Films Air Films 1.%-- Air Films Total Rf 22. 3 Total Rf Total R 31. I,7? Total R Framing F 1.10 Framing F Framing F 1•oj Framing F Le 7Le/Lf=Re Le 7Le/Lf=Re Venting V .190 Venting V Lf Uf .07W Lf Uf U=VF/R . 0Z9 U=VF/R Af—FiD—?. Of FAU 0.11 Af FAU Ar 1024 CAU 30.o Ar CAU SF_Total FAU !*q.1 Attic/Cell l.D Total CAU Rai sedUf=•%8/(4.35+Rf/.F) P1envmUf=.023+.2L"f/Af V=(No Attic=1)(Vented=.9)(Fan=.8) S1abUf=(Lf/Af)/(Rf+.2Re) SF=(S1ab,Pl-en=1.0)"(Raised.=.3)' THERMAL MASS Area c d t HC r R MCF CAPACITY Syme- ww" & A&Atum —SS— 7.3 4-01 DH=[Capacity+2Af]- j4- Total pti. HEATING & COOLING: s WATER HEATING: Af Iot4 Vol Ht92 AC/Hr ,2 Fixt. GPH No. Demand Fixt. GPH No. Demand Occ/1000 r CFM/Occ 14 Lav Basin 2 Clotheswshr 20 BTU/Occ'L�Watts/sf_L Tub/Shower 30 Heating Equip: Kitch Sink 10 11 &AT FV L&P Dishwasher 15 Total Demand Cooling Eq Equip: NOM. SfORA�% Demand Factor ItATV w� p Storage Factor Tank Gallons �0,1, n,4r cel-, l G Gridley Uniov4igh School District �3 East Gridley Road, Suite B Gridley, California 95948�� �/nd r r PART I CERTIFICATION OF COMPLIANCE SCHOOL DISTRICT DEVELOPMENT IMPACT FEES TO BE COMPLETED BY APPLICANT ke,V Property Owner's Name Owner's Address Project Address Parcel No. 6_21-63•--009Lot. TYPE OF CONSTRUCTION Residential Construction— Residential Reconstruction Commercial/Indust.. Constrn. Commercial/Indust. Reconst. ty Please Check Please Check Single Family .may Multiple Family No. of Units Mobile/Mfg. Home "Aunt Minnie" TOTAL NUMBER. OF SQUARE FEET /D 1oL on . • .. THIS CERTIFICATION COVERS ONLY THE AMOUNT OF.SQUAREFOOTAGE INDICATED ABOVE. ANY ADDITIONS AND/OR CORRECTIONS TO THE SQUARE,FOOTAGE FOR THE PROJECT WILL REQUIRE .AN'AMENDMENT TO THE CERTIFICATION OF COMPLIANCE. FALSIFICATION OF THE SQUARE FOOTAGE IS CAUSE�FOR,,P..,EVOO�CATIIOON OF THE CERTIFICATION OF COMPLIANCE. Applicant's Name/�GT�YJ i.YI���,G�edL Date Applicant's Signature PART II TO BE COMPLETED BY SCHOOL D''STRICT Certification of Compliance No. (Receipt No.) G/ Fees Collected Residential U sq. ft. x $1.50 = $ ommer�ii& s t. # 1aT. sq. ft. x $0.25 = $ Exempt from Fees Reason AS THE AUTHORIZED SCHOOL DISTRICT OFFICIAL, I HEREBY CERTIFY THAT THE REQUIRE- MENTS OF GOVERNMENT CODE SECTION 65995 HAVE BEEN COMPLIED WITH BY THE ABOVE SIGNED APPLICANT. / Signature /��, 0/7 Title Date Original - School District Copy - Applicant Copy - Building Department - NO_ —tom (� l e�1l i h Sch Distriicterti n GII G pl ani) O th (phone no.) erdzs?,m�4A / (HCl. . Y) (state) (zip) complied wit the requirements n No. 17-8687 arding 10- residential or omme essor Parcel No. dusiriat unit(s) on 2m t of fees of $ .c v by repfesenting square feet. 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 June 2, 1988 (916) 872-0254 Subject: Complete Plan Check Project: Mazzota - Cabin The submitted Plans, Structural and Energy Calculations were reviewed and the required additional information and revisions noted in red. Resubmittal of Plans and Structural Calculations is'required. Please return the marked -up sets with your resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's 1 set of Truss Calc's & Details 1 set of Energy Calc's Statement Sincerely yours, Frank L. Tyukos Keep.botto-,q.of grade beara' a min. of 6" below outside finished. grade. -r-Gr till Lit / 9 t : Tie bent vertical bars . `-----moi to horizontal bars. it 'P _ RENARD A&E iirchiteciure and Engineering 448 Hedcliff 0r. Hobert Renard. P.C. A.I A. Aeddino. CA 96002 (916) 223.A488 )OB NAME �gelit-� I^I I I.P GI•oo ✓� � L�3 0&: oar , JOB NO. O DATE "/ 2 80 SHEET NO. OF I� -1 I !— i — I I I i � , ;i • I 61 ---� -� .---�---�-- t i -,--':--- �' �q--' Rte �s�� -- .� _.� --�-.---�--i-_ I I __._r_ ! � • _.....__...' -----_.__.__..__.. .... ........ - I- -- - .-- - - f� i 'RENARD A&E Architecture and Engineering 448 Aeddiff Dr. Robert Aenord. P.C. WA Aeddino. CA 96009 (910) 893,4488 JOB NAME Core"'.) W IyS7 f� oa 5� Ged (� DATE LI,J6 0 1 �t JOB NO. S rzo� SHEET NO. If OF Air , —f— - _ -,- ier- : � ... _....__.._..._.._.._._............__ � .. _........ , . _.......... .._ ? ..... i °7�' I I 2.I - ��- I 1 � � I 2zal I �• i !_ to L Al poC_L._1 ___i__' T —r L _1 I i I I I ' RENARD ME - Architecture and Engineering 448 Redcliff Dr. Robert Renard. P.C. R.I.R. Reddin0. CA 90009 (910) 9234488 JOB NAME W 1lJD GpO 5�.' Gva� JOB NO. � � / • � DATE 3 /2 / - g 12 SHEET NO. OF : Qom_ -;_� __• _�-� .� i _ _ _ , I � j `I l �- - -- - I. �__. I I I I + �7 Cis P ► -i- w v✓P I ;_ e /p . � I III i � i ✓ I � - I---�--_ _ _t. � . _ _' _ __� .....' _ ... I , i - _ i 1 ; : 4 RENARD RAE Architecture and Engineering 448 Aedcliff Dr. Robert Renard, P.C. RML Aeddlna. CA 96009 (916) 9934488 )OB NAME e -A -P --1a W 1 C.17 Gno GW �j DATE JOB NO. _ U SHEET NO. OF ho - . -_ - .... _�__..__ . ....... ..__......._ _. _- _. - -- --_ ------ -- — -.. - : - I- --✓ 2, , : ff, 1 L � I : . .. .. . : ..... I I I 1 1 —I III �: : ! - I : RENARD A&E Architecture and Engineering A, 448 Redcllff Dr. Hobert Renard, P.C. AIR Reddlno. CR 96002 (916) 223.4488 JOB NAME C*PSi"� w \ LD lraoSc ��� DATE / e- /gg )OB NO. $o ZD I' o SHEET NO. OF -�- -- - _ - YOU - - --�-- : - -Y--- ---- - _.. � I - ..' . v� -�—; ,- t - L ___.l _ ..._.. -- --l....--- --y.. _..__ - - .._.. _ ._.. __ 2°fig T -� i —�--- S� 11ze -/- = -- -47r I 1 , CjOil : f , — ,(�, Al tt +C(VI'16ff r T I�'�7 I, I .- -- X j�-- s L- ✓1- --� - -I- , ; . : i } -- -i--- r 1 --, --- -- --i — i RENARD A'&.E Architecture and Engineering 4" Reddiff Dr. Robert Renard, P.C. RJA ReWlno. CR 96009 (916) 293.4488 JOB NAME�'� A ILo 6�005� CLV,6;, DATE -L, JOB NO. SHEET NO. OF In 1p—1 6 . ........ .. ... ...... "VA -- - ---- . ...... LA, & x, C,\ F -- - ------ ---- ----- 0 4,1 . 49 41104- .............. . .... .... . ...... . ... .... .. ...... al 711 IC- ......... . L 0 r RENAD A E JOBNAME WI ND DATE -Architecture and Engineering JOB NO. �d I� SHEET NO. OF 448 ReW.I f Dr. Robert Renard, P.C. R.IA Reddlno. CA 96009 (916) 993-4488 _ - -- . ------ I --CibYJ,GJ� �O. f3`�� "1 �r"�. '�0,�✓T Gr'!n-T-� C�-g - `�J'� ,��2�"Gt�-w-� �J-f^� �`O—�7C�'lr -ts�- � ,%►lel I lilt i ,--,- I . i a I 2 c �/ 1 Z rjI G 11 — / I �— h, Ok3—' I G>3iLr�yi✓L ' �/ .:Gi�T e. �88 pL{ �W DVL'� Lei tit rr �} . i � �2�,r: I , � � �J � � r� ''e) ��' I ��� (I�`�j � r� •.� Z 4 -�'�� � _ I _-7 -- ; � ---f ---� 2Jo.'I5 2 .7� t �.� /i� � �.. t, o a, Li• I I ,. I---�--r_ _-� _ I j I -......._..... RENARD ME Aahitedure cnd. Engineering 448 Radcliff Dr. Robert Renard. P.E.. A.LR. Reddina. CA 96009 (916) 993.0488 JOB NAME e -"A -'.) W ILC;;, G-ov�,s DATE Z - JOB NO. SHEET NO. 8 OF 1-9 '-_... . - -- - - -- - - - -- - �• �.�_�_� a : i fir_ � � I ._�_. ; I j if , I � ;-�� �C-t-�;'s�; ��� = o•��o- 15 - - ! til— W ._.........__. zr,, _.._.._.... - ff f � i-. _�._— 1 l I / Q _ I , ! , :---- I :__ ...---- I • RENARD ME Architecture and Engineedng 448 Reddiff Dr. Robert Renord, P.E., R.I.R.' AeMina. CA 90009 (910) 423;4488 JOB NAME �tr' W � V� 2 Gop Gw DATE JOB NO. $oZo % O SHEET NO. �I OF 1 r- �-,- � I i ------- i I• - - - - VQ + l a. L._,.�.,.!� 2 __•-_ _ _. _ ..... .. Q' t —✓-i�=----�---j-- - - ----- I --- -------- - ---------- I ------ - ---- -�--1 ' -i- - -- I. AG --1 - �G-Y- -17 c. -- o • i , i : ( I i .... uA -RENAR-D.A&:.E JOB NAME ­)IL'9 6va"2 C DATE `Architecture and Engineering L, kj le a JOB NO., RoZO SHEET NO. 10 OF 448 Reddiff Dr. Robert Remrd6-P.(.. R.A. RoWina. CA 96002 (916) 223 488 . . . . . . . . ------- L-A rrj---� -sv FAA— 7 T J .......... .. --_.--_ ___ ,__ --- - -- ----- [ ........ .......... snr- lo- ... . ...... . ... . T 4 7 tj I x 1'AR1♦ � � E 106 NAME �� bJ�U17 C�o45E ��3 DATE Architecture and Engineering l,►vtc. oky eA ;OB NO. 0 z SHEET NO. OF 448 Radcliff Dr. Aubert Renord, P.C. FUR Reddino. CA 96009 .(916) 9934488 1 1• ��__ .I � I ; ��o-�-a :Y��l?�z i- .-oar-,,p .__�r�_._,�I_C q���) .� '-� 2�JQ- ; F'i Cr•'i(v ��� �'.' ,lam. �7/' �^ �¢i.'-�i' � p�_�._�r'r!F ��— - -- ; — i � , i I / --i put (5;0 j 1 i f i I (� Erl ✓L 'NOT; G(L 1ilG i ,PJ` ! i I I 1—Tv -' -� --- � i r . � �, 2, •�• lv. o : ` _ 5 . i n�� � 1 i ��.� . � I t � � o i����������-=_tel n .'� � _ i__ _j__.�. • v ' r - ,I J � ✓ ( . j -- RENARD ME JOB NAME c -A -'P'^' - I u9 kpa,Gie Guice DATE Architeiture and Engineering \, � yr o Fes- j 4 . JOB NO. a2d / y SHEET NO, N8 ReWiff Dr. Robert Renard. P.C. A.I.R. Redding. CA 96002 (016) 4234488 g z /Ss 12- OF - RENRRD R & E Architecture and Engineering 448 ReWiff 0r. Robert Renard. P.E., R.I:A Reddin0. CA 96002 (916) 2234488 JOB NAME.�� I W "DSS Gut DATE JOB NO. SHEET NO.OF —�G��6-per �_.__I_ • SBS -- -(/J/� � i -.__ _ W _�_ __....._ „1—�—^— . �'b�1.� � ,__.fid_ ...... ... —� 1 �l. G; 5�-�---' _.-�- I - ,••--- -- ---a----:—i-:.- j-.—�---- j I x g �4 � : � �. ` fig, ; : � ..-- ----��-•-;-�j/ i —�.' O rp- Pg �l—"�•j---•!- ; �,5'�'Z�- �'1"7�Jc"tY��___/-yam/; I , I-- - - . - � � � 0��E/1i;-, ! I t ..yam '---;--- _+ YL b'. �jOQ�F�IZ��l��ii-� 15j��i(o---I -J--}Q - -—;- _ - /; ����.'-�i._� dO -�---� �I%VZ ,� �• � � ��; iii _ ,f-� I sG�--� I �--- i , I ---� I j RENARD A & E JOB NAME DATE 3 / Z /8's Architecture and Engineering %(lG o JOB NO. SHEET NO. i OF 448 Redcliff Dr. Robert Renard. P.C. R.I.A. Redding. CR 96002 (916) 2234488 i 1^I - '�c�-�,.e� rater. 5.8�(Y p_ )Ct���" } �.� - �� , 5,�i 12+��2; 3•g��a � 2.20 •51 �� - f­7 I,v4 t n� tl 64 " RENf�f�tJ ME JOB NAMES J W 1 VD GD S� Gln �J DATE 5, / 2 /grs Architecture and Engineering JOB NO. o SHEET NO. s OF 448 ReWiff Dr. Robert Renord. P.C. A.I.A. Redding, CA 90002 (910) 8234488 o �� 2,�o x2= ��b.:w.,�- . �L S �3 xt 5� �•'la'`.,=� � .�..�Ll•3� ., Owve'ell'',0, 0 1�J2 ruf' �5 . ?.� i- I .fy _i '� ta,��o: g1 • �1� �� 225 -�" � `�'�/s�-,q,�.� ;� �j:t- � �`� Z• � G `�, o� k- -.. �.� ; 8 -1 V64 2 IF G' NvJ 13 a � GST ?� _ (ra •,+� . 4 ._� _ r q ,.".RENARD A&E Architecture and Engineering .444'Rewiff Dr. Robert Renard, PA, R.B.A. CA 96009 .(916) 2934488' JOB NAME - I l`� . v -i L-'� �je-' DATE JOB NO. SHEET NO. 0 F T- -541 .......... . L/ 17 ..... .. . ...... . ........ .... .. 'Va' 9, 1 40 G. < A JIM-, - -t(-- -t -- ------ (T. + 1 1' i. i C_l._ t _ __ _ __ _ 'Zolg� L-9 ............ r. C OL; v V77 7-11 + & . ...... . . T- 4 X, k 1 RENARD ME JOB NAME ll.p boa 5 G+-v� DATE / It Rrchitecture and Engineering l,► of *� cL} JOB NO. SHEET NO. OF 448 Redcliff Dr. Robert Renard. P.C. R.I.R. Redding. CR 9M2 (916) 2934488 io 49 so _._. _ . , ; . CSS (..��JC � �. 5'�/�., � C,2 � � J� � {. I � �� a r✓ �� . is- 0,3 t' 2.� — 50 v . 5 J �l?i" l/3PClO�j NUMBER: US -01 PAGE: 1 OF 2 Beam Section Properties SIZE AREA OF SECTION dxd A In. I In.' r: Pamilam ISSUED: JANUARY 1891 SIZE FACTOR I SECTION MODULUS MOMENT OF INERTIA CF S 1 In.3 In! I %x7 12.25 1.06 14.3 50 194X91/4 16.19 1.03 25.0 Ila 144x914 16.62 1.03 26.3 125 144x111A 19.69 1.01 36.9 208 194x12 21.00 1.00 42.0 232 144x14 24.50 0.98 57.2 400 2.69x914 24.88 1.03 38.4 177 2.69x8Ya 25.66 1.03 40.5 182 2.89x11'14 30.28 1.01 66.7 319 289x12 32.28 1.00 64.6 387 2.69x14 37.66 0.98 87.9 815 2.69x10 43.04 0.97 114.6 918 314x7 24.50 1.06 28.8 100 3%x91/4 32.38 1.03 49.9 231 3Y2x9% 33.25 1.03 62 6 - 250 3%X111/4 39.36 1.01 73.8 415 3Ykt12 42,00 1.00 84.0 604 31hx14 49.00 0.98 114.3 000 3%x10 50.00 0.87 149.3 1195 315x18 83.00 0.96 188.0 1701 51/4x7 36.75 1.05 42.9 150 51/4x91/4 48.58 1.03 74.9 340 81/4x9% 49.88 1.03 79.0 975 51Ax11114 69.08 1.01 110.7 823 51/402 93.00 1.00 128.0 756 51/4x14 73.60 0.98 171.5 1200 SIAM 6 84.00 0.97 224.0 1792 WAX a 94.50 0.98 263.6 2502 7x91A 64.75 1.03 89.8 482 7x914 68.60 1.03 106.3 600 7x111/4 78.75 1.01 147.7 831 7X12 84.00 1.00 188.0 1008 7x14 98.00 0.88 228.7 1501 7x18 11200 0.97 298.7 2369 7x18 126.00 0.96 378.0 3402 1. C� (12/d) lit 2 RNer to Cot n j of Amerfoan RWWdlnp CftlW Rapon No. NER-292 for allowable dalpn s"Im 3. Show detomie Don ehould be coneldamd In deftedon anal @19 REPORT NO. NER426 Code and Chapter 25 of the Uniform Building Code except as modified by this report. The allowable unit stresses for design use are as follows: Extreme Fiber in Edgewise Bending, Fb• Single Member Uses 1950 psi Repetitive Member Uses2250 psi Modules of Elasticity in Edgewise Bending, Eb 1,500,000 psi Compression Perpendicular to Veneer Face, Fel 550 psi Horizontal Shear of Oriented Flakeboard, Fq 500 psi • No size adjustment factor needed as all sizes are independently monitored for appropriate strength levels during production. Lateral Load Resistance of Nails (Driven into laminated veneer): Nail Tie Spacing 6" or more Closely spaced 6d Common 82 lbs 50 lbs 8d Common 100 lbs 60 lbs 10d Common - 60 lbs Joist -Supported by combination 3-16d end and 2-10d toe nailing 750 lbs (See Figure 2 at the end of this report for detail of this joint) Withdrawal Load Resistance (For nails driven into laminated veneer per inch of nail penetration) 6d Common 26 lbs 8d Common 30 lbs 1-1/4" gypsum wallboard 52 lbs NOTE: Gypsum wallboard nails were low -carbon steel wire, 1/4" fiat slightly countersunk head, needlepoint, 0.091" shank diameter with annular threads. Minimum spacing of nails driven into the parallel laminated veneer (PLV) of the Arrowood where the shank of the nail is driven parallel to the glue lines. Nail Type Spacing between nails End distance 6d Common 1-9/16" 1-11/16" 8d Common 1-15/16" 2" 10d Common 3-5/16" 2-1/4" The above allowable stresses and allowable nail loads are based on a normal load duration (except that withdraw) load resistance associated with 1 1/4" gypsum wallboard nails is based on permanent load duration) and may be adjusted for other load durations in accordance with NFoPA's National Design Specification for Wood Construction and applicable provisions of the BOCA National Building Code (Section 1114.3), the Standard Building Code and the Uniform Building Code. PAGE 2OF3 Fibreboard Technologies Corporation maintains an independent listed third party inspection agency (Timber Products Inspection, Inc.) to supervise the quality control of its VJ-1 Joists. IV. INSTALLATION Plans and/or structural calculations, signed and sealed by a registered engineer, and/or the manufacturer's published load/span tables using the National Design Specification for Wood Construction, the BOCA National Building Code, the Standard Building Code, the Uniform Building Code, and this report shall be strictly adhered to and a copy of these documents shall be available to the authority having jurisdiction upon request. Cutting, notching, and placing of holes in Arrowood joists shall be avoided when possible. When not possible, the rules given below shall be adhered to when using Arrowood in light frame, general use structures having light loads (e.g., livcloads of 40 psf or less, locations where wind speeds do not exceed 80 mph, etc.) and closely spaced framing (spacings not exceeding 24" o.c.). These rules apply to simple span Arrowood which is subjected to uniform design loads only. 1. End notches may be used provided that the notch depth does not exceed 3/4 the joist depth and the length of the notch does not exceed the bearing length plus 1/8 inch. When used, the shear strength of the member must be demonstrated to be adequate by the submission of structural calculations to the authority having jurisdiction performed in accordance with Section 3.4.5.1 of the NDS with the joist width, b, taken equal to 0.806 inches. 2. Notches within the joist span shall not exceed 1/10 the joist depth in depth nor 1/5 the joist depth in length. Such notches shall not be located within the middle third of the span. 3. When used, circular holes for pipes or cable shall be placed entirely within the oriented flakeboard component of the joists and shall not be placed within 1/6 of the depth of the joists from the edge. No holes shall occur within a distance of 1/2 the joist depth from the face of supports. Holes not larger than 1/6 the joist depth may be located at distances greater than 1/2 the joist depth from the supports and holes not larger than 1/3 the joist depth may be located at distances greater than the joist depth from the supports. A review of cutting, notching, or placing of holes is not evaluated in this report for uses or loading conditions other than those noted above. If the proposed cutting, notching, or placing of holes deviates from the rules noted above, or it is desired for members involving uses for load conditions other than those noted above, evidence must be submitted to the authority having jurisdiction for approval indicating that the proposed notches, cuts or holes do not cause overstress of the materials or deflections in excess of those permitted by the code. V. IDENTIFICATION Arrowood VJ-1 Joists shall be identified by a mill stamp (see Figure 3 at the end of this report) indicating the product trademark, intended use, design values, manufacturer's type number, manufacturer's name or mill number, date and shift of manufacture, the Timber Products Inspection, Inc. logo and their LAUG•HLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA C;TY. CA 95991 (916)671.1008 TO &Z�- (�O . F3(�D�j - -,)ZZ� DATE 1 SUBJECT LI=TTER (n-lQ -rc G OATS I �'7 �Au F2 •�- ,�'f EAGC �F>w L-Dt tJC-, t T`6 Fo e- 9 !x�/ALTl o ti -s CctvTt- nak EW CAP, t ki12� /`—r L,c. A ->5v u E 17 t S T, Wt c -L C PLEASE REPLY = NO REPLY NECESSARY SIGNED 'Ammi CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, 95991 (916) 6714008 July 19, 1988 Butte Co.'Bldg.. Dept. 7 County. Center Drive , Oroville,..Ca 95965 Re: Raise Cabins at Wild Goose Gun Club,. Butte Sink Gentlemen: ; I have'been requested to certify the 100 year flood plain at this site-for building permit purposes. I have reviewed the Federal'Flood Hazard Maps of this area and they give no flood plain elevations., I contacted Don Neudeck, State of California Water Resources Phone 445-6242, Herb Hereth, Corp of Engineers, Phone 551-2286, John Silbelsky Corp of Engineers, Phone 551-1881 and they indicated that there is no flood plain information available for this area. Herb Hereth did indicate however that a reasonable assumption: of the 100 year flood plain elevation would be pre- Shasta Dam levels that were known to-earlier area residents. There is a member of this Club (50 years) that has indicated that pre-Shasta Dam flood water levels were approximately three feet above those experienced since construction of the Dam. In as much as there is no-better information available, I am recommending that new flood levels be set three feet above known post Shasta Dam flood levels. SPECIFICALLY Item Description USGS Bench 54 HJH set 1951 on site at EL 56 ft. Recent High + 8, ft. Water level EL 64-ft. Estimate 100 year + 3 ft. Flood plan , EL 67-ft. Therefore, I recommend* that the Hugh Chatham, Jamie Mozzato and Hal Reney cabins at the Wild Goose Gun Club f4,ivh-•,floor elevations be set at no less than,,EL 67 feet USGS. cerely Gar Lau 1 n << Civ Ei eex �s JDId�S 903 .�'b):."�:•-.^^^V{;: r.+.�:. ::tip: :.tr..ns':!?: �- ' .c I "e�• ::k5=: ;.;.j.. ?:ice ,i .i..;•.: _ _ � ::nyy}•?9.:;;•. 0 C . ......::.:::: Ijyfrs ! ::f 5 I :>f Gn v >c. A LODGE 1 f B � .........:::.. F t AT f N E A � 8 +�• 1 .I .i?5• l e 0. :kt.• 1 { H J I cv f � t A '! .!='t f:^:�ia�xr:•:: � - �rt++. :`r'i ,.�i'•::=+i:%:i5'i ;i S:: ••:: lI M G . 2.;.:::.:•. ••.�:.:. { v{%:;:•i:•.ks is ,;,,, ,4!ir .?t:`I, i , J S AfIEA{�r�'•. ':is:%'::��r <�y;:: (r .: •:. . t ' ..�'<..? r::i:: Y I 14 IS. c. E'•'ti'N'.f._'%:?-ifS:' `s:�L':::.x�;�5._..rlc?;Yli; i>�::.• a:.. --::Y...a-. •;%F#:.x.::,,.}..,�,. n )_— 'rkk;4 z-:. "i<?;'iij:�•}:� �'•:7:y;v:i. uU.--�: ..:.., :: �. t % UAn2n�G10 g . 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Gentlemen: I have been requested to certify the 100 year flood plain at this site for building permit' purposes. I have reviewed the'Federal Flood Hazard Maps of this area and they give no flood plain elevations. I contacted Don Neiideck,' : State• �6f California Water Resources Phone 445-6242, herb Heret_h, Corp.} of Engineers, Phone 551-2286, John Silbelsky Corp of Engineers, Phone 551-1884. and they indicated that there is no flood plain information• :ilable for this area. -Herb Hereth did indicate however that a reasonable assumption of ' the 100 year . flood. plain elevation 'would be nre- Shasta Dam levels that were•known t'o'earlier area residents. Where is a member of --this Club+ (50 years) that has indicated that pre -Shasta Dam flood vidter levels were approximately three feet above. -those 'a=erienced since. construction ofthe Dam. In. as much as there is no<•bettex information available, I art recommending that new 'f16od levels be set three `eet above known post Shasta.Dam.flood levels, SPECIFICALLY Item Description USGS Bench' ' r 54 HJH set .1951 on site at EL 56 ft. Recent Nigh -t- 8 f t . Water. level EL 64 ft. Estimate I00 year. T 3 ft. -'-Flood plan EL 67 ft . Therefore, -1 recommend that*the Hugh Chatham, Jamie Mozzato and' Hal'-'iteney cabins - at. the. WilA Goose Guru. Club fix kt' h---fjoor elevations . be set at no less than EL 67 feet USGS . Aci rely ': r •�� G��. - t� T , r L. j;,� Lau 1 n < .. 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HLH �d don:a8 2a�CI . x a 1-i.: I svel 7s�i� . � E T 001 s:Bmrn I- J ya ds Custq boo_ q ofsssaA3 simsT. . msrifarjO riguH ed.4 lsril bngmmoosi . s o�e�Qti 'cool "- r: ' tt�i duty rj a eaoon b11W 9ril' is -anis. = yyrteSi ISE g�31GGJ��jr9kl�t Gc7�Q el ya ja na it aaal oil Is lea ed eaol"iZve 9 ti�E; Usl i xzD. h�l`e.�•r 1.3.3-1�3J•�i- '-- e 07/19 /9 1 1 f): 3 3 V916 671 0822'� ' AUG FIL I N 'AN,D' CO ou 4.PROJECT- -LAUGHLIN & CO. t, IT -CIVIL F-NGir4E:FFZS ByDATE2L 1008 LIVE OAK SOULE-NARD YV9TCI 1f. CA 55991 (916) 671-1008 FAX (9115) JOB NO_ SHEOF cSX)f 0i - 19,"91 10: 32 V916 671 0822 10002 LAUGH LIN CIVIL ENGINEF-RS LETTER !0OBLIVE WKBOULEYARD YlAVCITY.',1495Sn', DATE 19 TO La. SUBJECT A-7 (f Ar)? CA -51 KAMED +J r4 - M- Pl.t4SE REPLY [I NO REPLY NECESSARY I SIGNED t RENARD ME Architecture and Engineering 448 Reddiff Dr. Robert Renard, P.C. R.IA ReddUw. CR 96W2 (olo) 9234488 JOB NAME G/}� ►� W 1 ✓p 6JD oS>: Gw DATE % z e b, -g uyit, epry- 1 CA.. JOB NO. B.oZo'�, D SHEET NO. OF _iEP 6,pnitlot�aL��r�- 1-41 T�� fA I II r•- ur—r'------ �' '�-50. 1,—rl;-� i '/%�✓i �- .• _•'1r"�-; '+'y . . . . . . . . . . . i , I '1 ! -- I _ ° � �Gr , I T"-rls , i � J � I � OD � i V'h • _!� ��a Ili► N �! wewD+�r+srfSG1 WT - - L_ _ -�---_._..... �i�2E _.._`_K�....._. ..-__�.__._. _. _...._------ i qy 11, 3,•9g 1 � �_� off• ! I; -, � I D 3 � I F__;r_�_I_b� � O ` g� rr��-- -.--..__-..-____.___L..___. � �t►�►�'t lbt�Jt ,;� �,, I I - - -- _.----...�._____ _ I ---�--- Iso�� --s-- --}-- ,_ - --- - I Q � . : � � �—i �12 2,os�. 2 4 �°�� i•�p �•?ro 2.0 �• 2r Flo i � --I I I , I •?�o j >C'- • r'J is -i-� – 1l tek-I5 i I i i I � � � A l i I �► f � � -^ 's RENARD A& E Architecture and Engineering JOB NAME Gid �J1� GrooS G�„ro� DATE JOB NO. 0O2ci1. p SHEET NO. Z OF r 448 NeWiff Dr. Robert Aenord, P.C. H.IA Reddin0. CA 96002 (916) 2234468 TT' -i�.�j`2•�Yb�� C�W51 I r J� -----;-- ( j'�'Javtn-�r-�.f ���•6��5 �.y ou�— .GI�D.F,�J-fs ! ! - 1�-� � --;- � X i � � __� tea_' �-r�-_.C�'_•{��' ��__?_ a,, `PJB? -T � 1�.q�J �_rt_�._ �`_' � � , ! I I wr. �L: 1,��n?L+•_I. i -- I _i. I i I f ; ,f _. _�' �'• ...1 i G, 2.00 i �, .. .._.. � _ --,--i— -. - - _.. - -- -- 31. i- - - -1-- --- {�----_-._ rt - — p.(�= l3•!2ors=�r f�a 1�18�x..2jti�c _V.— �1�•-����_ ---� ___� I 0A I,Z i �. $z r _ , ( —-- --� 1 _�j Mia, -- - a1�•, r-- } g,1 (i,a�, — — : i � I RENIAR D A& E Architecture and Engineering 448 Redcllff Dr. Robert Renard, P.C. R.IA Reddlna. CR 96002 (916) 2234488 .JOB NAME Il�d GooS� Gw� DATE Co Z2 8°0 JOB NO. SDZp7. O SHEET NO. OF ! ; v Fi� i01 i i N�1 's0. Ile- C� I , o ehZf—�-- 2.. i -f _ - - -- -- v ~ ' vC't2i oma' c CIl.2'el i LSFTF - i { , - 8 i-- 'b I��ll�% —r—�--- -�--- 3S�- t- 12 IO�4'`C1 FSG' RENARDA&E JOB NAME —e-Arpv'. WIL,0 Siftse., e- DATE 6 LZ 88 Architecture and Engineering JOB NO. SHEET NO. 4 OF 448 Redcllff Dr. Robert Renard. P.C. RJA Reddina. CA 96009 (916) 2934488 7 IL -4— + x Iia 41, ....... .... - ------ ....... .... k451 2- e R.ENRRD R & E JOB NAME G rblr DATE �0 2 L S S Architecture and Engineering J �- { e JOB NO. ��� O SHEET NO. S OF 448 Redcliff Dr. Robert Renard. P.C. AIR, Reddln0. CA 96009 (916) 9234488 r . ! r i lbw n� Ell, j I I I I $n .. L L", i I i I j I I - 71 � _4 43z �;��'fi2,5°�I� =, ►��I (���'v-Q-r'_ i f _�° ��2 oo �� = �2 • Zi TI `" i —i— I' 4xz x--1— 5 `SI ?� - �No•{ � I ------i- � - `�o , I _ -7 - --- I I- -- ! ! , i - � � _.��1 S� ' _ �2io � �.1.�)�JQ, - --I�I• )� fib- � _ I �..�` _ � /) l �-- ' l..- �. - • oho M -- , -' r�fli�io.o i : i , - ---- -(- -� o� I ' I— - •Pow •i -'-- - -` i ZZ I YOUNGS ENGINEERING 2816 TAM O'SHANTER EL DORADO HILLS, CA (916).933-1263 f7ifi( q33 DRIVE 95630 Job No: Sheet No: File No: DEwt.e : 107 1 Misc - 16 of --t7iL--fNf-J�Rih1EF�i== APPROVE[ STRUCTURAL ENGINEERING j 1 PROJECT: John Crook Cabin QFE$S • Formerly Mazzota Cabin , • -Wild Goose Club 10S PH c • Butte County, CA 1 YOUNG. ' PLANS BY: t , Mark Johnson 1286 Antrim Drive co No. 23525 m EXP. /;2/ * Roseville, CA 95678 J► �► ,� Q, lglF ( 916 ) 773-0928 OF�CAUiOQ�� • BUILDER: Rob Eisenhower (916) 677-4135 I I BASIS FOR j------------------------------------------------------=------------------ I-------------------------- ,DESIGN: U.B.C. Chapters ---------------------------------------------- 23, 25 & 29 ROOF DL: 15 ROOF DL COMPONENTS: I • LL: 16 4/12 Pitch ------------------ ; • -------- 4 psf. Roofing (Wood/Comp) • 31 psf 1.5 psf Sheathing , • 1.5 psf Roof Framing . i 0.5 psf Misc. : FLOOR DL: 10 --------------------------- LL: 40 7.5 psf Subtotal , • 50 psf V 1 psf Ceiling Framing . • 2.8 psf Insulation , • 2.8 psf Gyp. Bd. DECK -DL: 10 0.9 psf Misc. LL: 60 --------------------------- ' ------- - 7.5 psf. Subtotal • 70 psf •� ______=_____________________ ' 15 psf Total DL , WIND: 75 mph Wind Sp,,ed 0`201P = 1.2 X 1.3 X 15 X 1.0 p= • C Exposure = 23.4 psf:` . • 20'-40'P = 1.3 X 1.3 X 15 X 1.0 ' = 25.4 psf t� SEISMIC: 3 Zone V =0.3 X 2.75 W / 8 = 0.103 W lbs.: • 8 Rw SOILS: UBC Soil Class 5 Allow. Soil Brg: Pa = 1000 psf 7 plus 200 psf/ft depth BUTTE OOUNTY - --t7iL--fNf-J�Rih1EF�i== APPROVE[ 6' YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 2 EL DORADO HILLS, CA 95630 .(916) 933-1263 CALC. B1 Vaulted Roof Rafters LOADINGS MEMBER: 2 X 12 at 24 in: O.C. ✓ : ROOF 31 X 2 = 62 NET SIZE: 1.5 X 11.25 WALL 15 X 0 = 0 W1 SPECIES: ARROWOOD Type V-:!-1 FLR. 50 X 0 = '0 GRADE: N.A. BM. _ .5 . • CAMBER: N..A. ---------------------------=------- BM. WT: 5 lbs/ft 67 plf. . 'F -b= 2437 psi Cf = 1.00 F -v= 625 psi . E = 1.5 x 10^6 psi DF = 1.25 , L = 16 ft , R1 = 536 lbs , R2 = 536 lbs , f -b= 813 psi , f -v= 42 psi %F -b = 33 % DEFL. = 0.37 in. %F -v = 7 % L/D = 518 CALC. B2 Flr Joists at 16 in. .c.: LOADINGS ------------------------------------ MEMBER: 2 X 10 i/ ROOF 31 X 0= 0 NET SIZE: 1.5 X 9.25 WALL 15 X 0 = 0 W1. SPECIES: ARROWOOD Type VJ-1 FLR. 50 X1.3 = 66 GRADE: N.A. BM. = 4.5 ' CAMBER: N.A. ----------------------------------- BM. WT: 4.5 lbs/ft 71 plf F -b= 1950 psi Cf = 1.00 F -v= 500 psi E = 1.5 x 10^6 psi f�$ DF = 1.00 JOSEP A.�c L = 16 ft R1 568 lbs R2 = 568 lbs ,? ida0�� `� . Exp. f -b= 1275 psi IV f -v= 55 psi F A'1F %F -b = 65 % DEFL. = 0.70 in.: %F -v = 11 % L/D = 272 YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 3 x 10^6 psi , EL DORADO HILLS, CA 95630 1.25 , L = 18.5 (916) 933-1263 R1 = 4759 lbs R2 = CALC. B3 Deck Joists at 16 in.o.c.: LOADINGS f -b= 2385 psi f -v= 109 psi , %F -b = 61 • • MEMBER: 2 X 10 at 16 in. o.c ROOF 31 X 0 = 0 NET SIZE: 1.5 X 9.25 WALL 15 X 0 = 0 W1 SPECIES: ARROWOOD Type VJ-1 DECK 70 X1.3 = 93 , GRADE: N.A. BM. = 4..5 • CAMBER: N.A. ------...----------------------------- BM. WT: 4.5 lbs/ft 97 plf. F -b= 1950 psi Cf = 1.00 F -v= 500 psi , E = 1.5 x 10^6 psi , DF = 1.00 L = . 16 ft R1 = 781 lbs , R2 = 781 lbs , f -b= 1752 psi f -v= 76 psi , %F -b = 90 % DEFL. = 0.96 in.: , %F -v = 15 % L/D = 197 CALC. B4 Ridge Beam LOADINGS ; •------------------------------------• -1 ---------------------------------• MEMBER: 5.25 X-11 25 PARALLAM 269,6Z ROOF 31 X 16 496 , NET S'I-ZE-:-5-2-X-1-1-.-2-5 WALL SPECIES: PARALLAM 269 FLR. GRADE: N.A. BM, CAMBER: N.A. ----- BM. WT: 18 lbs/ft , F -b= 3913 psi Cf = 1.01 F -v= 363 psi , E = 2.1 x 10^6 psi , DF = 1.25 , L = 18.5 ft R1 = 4759 lbs R2 = 4759 lbs f -b= 2385 psi f -v= 109 psi , %F -b = 61 % DEFL. = 1.03 in.: %F -v = 30 % L/D = 214 15 X 0 = 0 W1. 50 X 0 = 0. = 18 ----------------------------- 514 plf ocivESSlO/i, 4� JOSEP A. w YO G C9: No 35 Exp st CI ` �e, • ql OF C pl.1F�� YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 4 EL�DORADO HILLS, CA 95630 (916).933-1263 CALC. B5 Roof Beam at Eaves LOADINGS MEMBER: 5.25 X 7 PARALLAM 269 OF 31 X 10 = 310 NET -S -I -Z -E-: 5-2X --7 WALL 15 X 0= 0 W 1 SPECIES: PARALLAM 269 FLR. 50 X 0 = 0 GRADE: N.A. BM. = 11 CAMBER: N.A. ----------------------------------- .: BM. WT: 11 lbs/ft 321 plf F -b= 3286 psi Cf = 1.06 F -v= 290 psi E = 2.1 x 10^6 psi DF = 1.00 L = 8 ft R1 = 1286 lbs , R2 = 1286 lbs f -b= 720 psi f -v= 45 psi %F -b = 22 % DEFL. = 0.09 in.: %F -v, = 15 % L/D = 1021 CALC. B6 Hdr. at BRs. LOADINGS , MEMBER: 4 X 12 ROOF 31 X 10 = 310 NET SIZE: 3.5 X 11.25 WALL 15 X 0 = 0 W1. SPECIES: DF FLR. 50 X 0 = 0 . GRADE: #2 BM. = 10 CAMBER: N.A. ----------------------------------- .: BM. WT: 10 lbs/ft 320 plf F -b= 1562 psi Cf = 1.00 F -v= 119 psi E = 1.7 x 10^6 psi DF = 1.25 Q�pFESSlp�ygl , JOSEPH 10. Y �!G L = 8.25 ft *�^. R1 = 1320 lbs N . 35 'A R2 = 1320 lbs Ex . f -b= 443' psi f -v= 39 psi 0 mY %F -b = 28 % DEFL. = 0.04 in.: %F -v = 33 % L/D = 2095 YOU'NGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 5 EL DORADO HILLS, CA 95630 .(916) 933-1263 CALC. B7 Interior Flr Beam at LR LOADINGS MEMBER: 5.25 X 11.25 PARALLAM 26.9. ROOF 31 X 0 = 0 NET SIZE: —5 .. 2-X 11-2-5 WALL 15 X 0= 0 W 1 SPECIES: PARALLAM 269 FLR. 50 X 16 = 800 GRADE: N.A. BM. = 18 CAMBER: N.A.----------------------------------- BM. WT: 18 lbs/ft 818 plf F -b= 3131 psi Cf = 1.01 B4 = 4759 F -v= 290 psi ROOF 31 X 0 X 0= - 0 P1 E= 2.1 x 10^6 psi WALL 15 X 0 X 0= 0 DF = 1.00 FLR. 50 X 0 X 0= 0 -------------------------- L = 12 ft X1 = 3.5 it 4759 lbs R1 = 8282 lbs R2 = 6299 lbs f -b 2875 psi f -v= 201 psi %F -b = 92 % DEFL. = 0.46 in.. %F -v = 69 % L/D = 309 CALC. B8 Interior Flr. Bm. at Deck: LOADINGS MEMBER : "5 . 2'5=X -1-1:2-5-P �LLAM 2 6 9 • ROOF 31 X 7 = 217 NET SIZ - ---- - WALL 15 X 0 = 0 W1. SPECIES: PARALLAM 269 DECK 70 X 16 = *20 GRADE: N.A. Iwo 'BM. = 18 CAMBER: N.A. ---------------------*------------ BM. WT: 18 lbs/ft P114 A1,6 .5 plf F—b= 3131 psi Cf = 1.01 F—v= 290 psi IOVESSIpp E = 2.1 x 10^6 psi DF = 1.00 y� JOSEPH A L = 8 ft c, Y NG R1 = 5422 lbs N . 35 R2 = 5422 lbs • f -b= 1175 psi J'l,� CI a f -v= 105 psi OF Afl0�1 %F -'b = 38 % DEFL. _ 0.09 in.. %F -v = 36 % L/D 1005 YOU'NGS ENGINEERING Job No: 107 - 16 281.6 TAM O'SHANTER DRIVE Sheet No: 6 EL DORADO HILLS, CA 95630 (916) 933-1263 CALC. B9 Perimeter Flr. Bm. L/ADINGS MEMBER: 3.5 X 11.25 PARALLAM 269 ROOF 31 X 18 = 558 -NET=S I=ZGE a 3,5—X-11.2-5 WALL 10 X 8= 80 W 1 SPECIES: PARALLAM 269 FLR. 50 X 8 = 400 GRADE: N.A. BM. = 12 • CAMBER: N.A. ----------------------------------- BM. WT: 12 lbs/ft *.3 plf F -b= 3131 psi Cf = 1.01 F -v= 290 psi E = 2.1 x 10^6 psi DF = Q�OFESS 1.00 • JOSPH G= L10 f t R1 = w Y YN 5252 lbs 23 5 r R2 =5252 lbs P,•N_�o/. � f_b_' 2134 psi it `1� f v= 163 psi . �F • %F -b = 68 % DEFL. = 0.27 in.: mli ' %F -v = 56 % L/D = 442 CALC. B10 Perimeter Flr. Bm. LOADINGS 11.25 PARALLAM 269 MEMBER: 3�.5X ROOF 31 X 18 = 558 NET SIZE: 3 11.25 WALL 10 X 8 = 80 W1 SPECIES: PARALLAM 269 FLR. 50 X 8 = 400, GRADE: N.A. BM. = 12 ' CAMBER: N.A. ----------------------------------- BM. WT: 12 lbs/ft X1 = 0 ft *50 plf • X2 = 3 ft F -b= 3131 psi Cf = 1.01 F -v= 290 psi ROOF 31 X 10 = 310 E = 2.1 x 10^6 psi WALL 10 X 8 = 80 W2 DF = 1.00 FLR. 50 X 8 = 400 • BM. = 12 L = 12 ft R1 = 5464 lbs X3 = 3 ft 802 plf R2 = 4906 lbs X4 = 12 ft f -b= 2651 psi , f -v= 277 psi , %F -b = 85 % DEFL. = 0.48 in.: %F -v = 96 % L/D = 297 ' 1 YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 7 EL DORADO HILLS, CA 95630 (916) 933-1263 LATERAL ANALYSIS (Shear'Walls at Main Flr.) BASIS FOR DESIGN: U.B.C. Chapters 23 & 25 Brace Walls per'UBC Table 25-V (Wall.Braczng) Except as noted by the following Design. Exposure C ----------- WIND 75 mph Basic Wind Speed SEISMI'C' Zone 3 0 --> 20' P = 23.4 psf V = Roof DL:. 15 psf:. 20 --> 40' P = 25.4 psf 0.103 W 2nd Flr DL: 10 psf: • Walls: 5 psf: . W1: Area.: ..23.4 x ( 9 - 4) x 32.0 = 3744 --------------------------------- 25.4 x 5 x 32.0 = 4064 Roof 38 x 43 = 1634 --------- 0 x 0 = 0 . Subtotal = 7808 # 0 x 0 = 0 • 0 x 0 = 0 W2: 0 x 0 = 0 • 23.4 x ( 9 - 4) x 32.0 = 3744 ----------- •' : 25.4 x 2 x 32.0 = 1626 Subtotal = 1634 sf • Subtotal = 5369 # 2nd flr 0 x 0 = 0 • 0 x 0 = 0 • 0 x 0 = 0 • 0 x 0 = 0 • 0 x 0 = 0 • Subtotal ------------ = 0 sf • S1. • 0.103 x 10 x 1634 = 1683 • 0.103 x 10 x 0 = 0 • 0.103 x 5 x 1634 = 842 QROFESSIp Subtotal = 2524 # �F • y� 10SFP . & • c, YO �e EXP' e YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 8 EL DORADO HILLS, CA 95630 (916) 933-1263 SHEAR WALLS . Wall 1 V = 7808 x 16 / 32 = 3904 v = 3904 / 21 = 186'plf -A- . + 0 x 0/ 1= 0 • + 0 x 0/ ---------------------------- 1= 0 • Total = 3904 # Wall 2 V = 7808 x 16 / 32 = 3904 v = 3904 / 21 = 182 plf -A- • + 0 x 0/ 1= 0 . + 0 x 0/ ---------------------------- 1= 0 • Total = 3904 # . wall 3 V == 5369 x 16 / 32 = 2685 v = 2685 / 9.5 = 283 plf -B- . + 0 x 0/ 1= 0 • + 0 x 0/ 1= 0 • Total = 2685 # . Wall 4 ' V = 5369 x 16 / 32 = 2685 v = 2685 / 13 = 199-plf -A- ' + 0 x 0/ 1= 0 . + 0 x 0/ ---------------------------- 1= 0 • Total = 2685 # R�kofESS101 �O • �� JOSEPH A • (�5 YOYOG a NO - M5 ell YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 PROWT MA -1 Mh-4 qh .l JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DAT .qr.Al P .Jlg,ea � ;� ......................... ..... ........ ............. ............. ........... .........q......... . ...... ............. . .... ...... ............. ....... ..... . .......... ............. ............. ............. ............. .............. ............. ........... . YOIINGS ENGINEERING_ Job No: 107 16 2816 TAM O'SHANTER DRIVE Sheet No: A5 EL DORADO HILLS, CA 95630 (916) 933-1263 LATERAL ANALYSIS (Shear at Main Flr.) BASIS FOR DESIGN: U.B.C. Chapters 23 & 25 ,. Brace Posts with steel diagonal tie -rods. • Exposure C WIND 75 mph Basic Wind Speed SEISMIC Zone 3 0 --> 20' P = 23.4 psf V = Roof DL:. 15 psf: 20 --> 40' P = 25.4 psf 0. 1.03 W 2nd Flr DL: 1.0 psf:- sf:Walls: Walls: 5 psf: : W3: Area: : 23.4 x ( 11 - 0) x 32.0 = 8236 ------------==-------------------.- : 25.4 x 5 x 32.0 = 4064 Roof. 38 x 4.3 = 1634 ' --------- 0 x 0 = 0 • Subtotal = 12300 It 0 x 0 = 0 • 0 x 0 = 0 : W4: 0 x 0 = 0 : 23.4 x ( 11 - 0) x 32.0 = 8236 --,--------- ; : 25.4 x 2 x 32.0 = 1626 Subtotal = 1634 sf • Subtotal = 9862 # 2nd flr 32 x 44 = 1408 • 0 x 0 = 0 ' W5: 0 x 0 = 0 : 23.4 x( 2- 0) x 12.0 = 562 0 x 0 0 : 25.4 x 0 x 12.0 = 0 0 x 0= 0 : Subtotal = 562 # Subtotal = 1408 sf :. • S2. • 0.103 x 15 x 1634 = 2524 • 0.103 x 10 x 1408 = 1450 • 0.103 x 5 x 1634 = 842 VLOFESS/0 �ql ----------- Subtotal = 4816 # : JOSEP A. • Y0,',6 ' No. 5 ►^ . or C Ntjj y. YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: 'ry EL DORADO HILLS, CA 95630 (916) 933-1263 SHEAR WALL SCHEDULE :-------------------------------------- Worth: ------------------- --------------- A 3/8 in CDX Plywood or 264 plf 5/8 in T-1-11 Plywood Siding (Blocked) Nailing: 6 in o.c. @ Edges 12 in o.c. @ Field B 3/8 in CDX Plywood or 384 plf 5/8 in T-1-11 Plywood Siding (Blocked) . Nailing: , 4 in o.c. @ Edges , 12 in o.c. @ Field , C 3/8 in CDX Plywood or 492 plf . 5/8 in T-1-11 Plywood Siding (Blocked) , Nailing: , 3 in o.c. @ Edges 12 in o.c. @ Field SHEAR WALL NOTES -------------------------------------- , 1. Brace all Walls in accordance with U.B.C. Table No. 25-V (Bracing) , except where noted other- wise by Shear WAll Schedule. , o iv,of ESSId JOSEPH A �2 Y' a _ No� Sr9l C 11` 0 C AIRF �� YOUNGS ENGINEERING Job No: 107 - 16 2816 TAM O'SHANTER DRIVE Sheet No: /Z EL DORADO HILLS, CA 95630 (916) 933-1263 STR. LUMBER SPECS. (U.N.O.) LEGEND .1. 2x, 4x Beams & Headers: (B1)"Denotes Reference DF#2 or better to Beam Calculations. 2. 6x Beams & Headers: GLB Denotes Glu-lam,Beam. DF#1 or better MLB Denotes Micro=lam Beam. 3..2x Joists & Rafters: UNO Denotes Unless Noted DF#2 or better Otherwise. 4. Studs (max 9 ft long): Stud Grade or better , 5. Studs (max 20 ft long): DF#2 or better 6'. GLB: 24F-V4 DF/DF , 1600 ft Radius Camber FRAMING NOTES -------------------------------------- 1. All Headers at interior bearing walls and exterior walls are 4x12 or 6x8 (UNO). 2. Multiple 2x member joists, headers and beams shall be nailed together with 2 rows of 16d's @ 12 in o.c. , /gyp c t�°•�o,, • ,' No 235 � LIQ y • roe YOUNG'S ENGINEERING /3 + 2816 Tam O'Shanter Drive SHEET NO. OF EL DORADO HILLS, CALIFORNIA 95630 CALCULATED BY DATE (916) 933-1263 CHECKED BY DATE crAl F 1-- .1 1 1.N. — , rr, l•w ,Uld—,mea) ...... V— YflUfit l Vumt I AGI fl)-bjdu YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 JOB SHEET NO. / T OF CALCULATED BY DATE CHECKED BY DATE RrAI F •••--••-- -1IGUIMIMMit IMMU I-WD125.6W YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE cr.Ai F m w 'rnwt luu mtt l.5ulH[].W W YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE lZrAl r YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 JOB AD7— SHEET NO. 17—OF r CALCULATED BY DATE CHECKED BY DATE scei c I�....5 d.....:. �.........��.. z..._........0 ... G -i iauyu anet6�[vr�Enmml[ olx. MMrA01411. ro Urde,PWIE TOLL FREE 1-8*225.M r JOB YOUNG'S ENGINEERING Q 2816 Tam O'Shanter Drive SHEET NO. //J OF EL DORADO HILLS, CALIFORNIA 95630 CALCULATED BV DATE ' (916) 933-1263 CHECKED BY DATE Sr.Ai F ..,,,,,v...an ,u.ys.wc.u,�w•yraw, J. md-141 I. 10=1 Milt iULL Mt L•SUPZL56MO YOUNG'S ENGINEERING 2816 Tam O'Shanter Drive EL DORADO HILLS, CALIFORNIA 95630 (916) 933-1263 JOB SHEET NO. / OF } CALCULATED BY DATE CHECKED BY - DATE ccei c y:.......-........,..rs!...........X:/.................kv.......... 7_ ...... ...-..............._..../........._........................<�°p........_e3plx .............. ...... .. t..... ........e............. ............................. ..... fG6 .,.5...ro.... . ...........:............i. �....................................._.... %x..........� ............ ..... . ..... .. ... ..... ..... . ... ...... ..... .............,.................................. ��..._..O.Q.........J .......... ..,:..1 .............../.................... ..... ...... .. r. ......... ....j............_i.............i............. ............. ... ................... ..... ...... .... .... ;. .............. ............. e............. ............. .............. ...... ..... ...... ...... ..... � .............:........................................ 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X r.�, 1, rj.... • w�G........_D..IQ.....X....,�...._ x..l' .......�.............. ..-3........................... ..... .... ...... ...... ............. ......................... ............. .......... ....... ............... _ F' 1 .............. :............. ..............:........................... .....:.............u Q..7....4.:...../.......x.................................._......................... ......... `v ?x/ . e ...................'..................... P..................................................................... ...................:....._............. ... ................ ...... .......... ..,:..1 .............. :............. ............. >........... _;..... ....... ... . ..... ...... .. 0 ....j............_i.............i............. ............. ... ............. e........... ................. ,............. e ............. ............................. . w.....t.............:..........._�.....;.I............. ..... �.i .............°....X..e ki ....e.....................................e.............. ..... ....... . .............. .r- �........... I A i 5,360 South Workman Mill Road 900 Montclair Road 4051 West Flossmoor Road , S 1972 Council of j INTERNATIONAL CONFERENCE j OF BUILDING OFFICIALS American Building Officials SECRETARIAT SOUTHERN BUILDING CODE BUILDING OFFICIALS AND CODE CONGRESS INTERNATIONAL, INC. ADWNISTRATORS INTERNATIONAL, 1=. i 5,360 South Workman Mill Road 900 Montclair Road 4051 West Flossmoor Road Ij Whittier, California 90601 Birmingham, Alab:mia 35213 Country Club Hills, Illinois W. +� NATIONAL EVALUATION SERVICE COMMITTEE i t REPORT NO. NER-426 is shown in . Figure 1. Arrowood joists are used as. joists, Issued December 1, 1989 headers, and rafters. This report is subject to Table 1 re-examination in. one year. Normal Joist Size FIBREBOARD TECHNOLOGIES CORPORATION (inches) Actual Width Actual Depth (inches) ' 1000 ARROWOOD DRIVE 2x8 (inches) 1.5 7.25 ROXBORO, NORTH CAROLINA 27573 2x10 1.5 9,25 2x 12 1.5 1.1:25 1. SUBJECT 2x14 Is 14.00 • Arrowood (Joist VJ-1) 2x 16 1.5 16.00 II. PROPERTY FOR WIIICII EVALUATION IS SOUGHT Figure 1 Structural Members (Joists, headers and rafters) III. DESCRIPTION A. Material Arrowood VJ-1 joists are composite framing members consisting of wood, veneer facings laminated to an oriented flakeboard core. Tht species of wood used for both the veneer facings and the oriented flakeboard core is a random mix of yellow -poplar, sweetgum, red maple, and southern pine. A minor amount of ash, elm, sycamore, and black gum is allowed provided it docs not exceed 15% of the finished product. The veneer plies may range from 0.15 to 0.25 inches in thickness. The veneer faces are laminated to the narrow face of the framing with the grain of the veneer parallel to the long axis of the framing. Tha veneer plies are visually graded per the manufacturer's specifications and makeup not less than 32% of the cross section of tr;e joists. The oriented flakeboard is manufactured to the manufacturer's standards included in their quality control manual. The veneer plies are glued to each other with a phenol formaldehyde adhesive and to the oriented flakcboard core with a melamine formaldehyde adhesive. Arrowood VJ-1 Joists are rectangular in shape and are made in sizes of nominal 2x8, 2x10, 202, 2x14 and 206 inch and are available in lengths from 12 to 36 feet. Actual dimensions arc shown below in Table 1. An illustration of Arrowood VJ-1 Joists Arrowood VJ1 Joists are produced in accordance with the Fibreboard Technologies Corporation's quality assurance program and quality control manual for Arrowood composite lumber. This program and manual conform with the USDA Forest Service General Technical Report SE -33, Performance and Quality Control Standards for Composite Moor, Wall, and Truss Framing, dated November 1985, and its addendum, dated June 2, 1987. B. Design The design o{ Arrowood VJ-1 Joists shall conform to the design provisions,of the 1986 Edition (with 1987 Revisions) of the National Design Specification For Wood Construction of the National Forest Products Association, Article 17 of the BOCA National Building Code, Chapter 17 of the Standard Building REPORT NO. NER-426 PAGE 1 OF 3 This report is limited to the specific product and data and test reports submitted by the applicant in .its a independent tests were performed by the National Evaluation Service Committee, and the committee pP�°tion requesting this report. No either expressed or implied, as to any finding or other matter in this report or as to any product Coveredbythis reporically-does not make any tunclude-, but is not limited to, merchantability. This report is also subject to the limitation listed herein. y report. This disclaimer includes, REPORT NO. NERA26 Code and Chapter 25 of the Uniform Building Code except as modified by this report. The allowable unit stresses for design use are as follows: Extreme Fiber in Edgewise Bending, Fb• Single Member Uses 1950 psi Repetitive Member Uses2250 psi Modules of Elasticity in Edgewise Bending, Eb 1,500,000 psi Compression Perpendicular to Veneer Face, Fcl 550 psi Horizontal Shear of Oriented Makeboard, F, 500 psi • No size adjustment factor needed as all sizes are independently monitored for appropriate strength levels during production. Lateral Load Resistance of Nails (Driven into laminated veneer): Nail Type Spacing 6" or more Closely spaced 6d Common 82 lbs 50 lbs 8d Common 100 lbs 60 lbs 10d Common - G0 lbs Joist-Supponed by combination 3-16d end and 2-10d toe nailing 750 Itis (See Figure 2 at the end of this report for detail of this joint) Withdrawal Load Resistance (For nails driven into laminated veneer per inch of nail penetration) 6d Common 26 lbs 8d Common 30 lbs 1-1/4" gypsum wallboard 52 lbs NOTE.• Gypsum wallboard nails were low -carbon steel wire, 1/4" flat slightly countersunk head, needlepoint, 0.091" shank diameter with annular threads. Minimum spacing of nails driven into the parallel laminated= veneer (PLV) of the Arrowood where the shank of the nail is driven parallel to the glue lines. Nail "type Spicing between nails I'-nd distance 6d Common 1-9/16" 1-11/16" 8d Common 1-15/16" 2" 10d Common 3-5/16" 2-1/4" The above allowable stresses and allowable nail loads arc based on a normal load duration (except that withdrawl load resistance associated' with 1 1/4" .gypsum wallboard nails is based on permanent load duration) and may be adjusted for other load durations An accordance with NFoPA's National Design Specification for Wood Construction and applicable provisions of the BOC.,A National Building Code (Section 1114.3), the Standard Building Code and the Uniform Building Code. PAGE 2OF3 Fibreboard Technologies Corporation maintains an independent listed third party inspection agency (Timber Products Inspection, Inc.) to supervise the quality control of its VI -1. Joists. IV. INSTALLATION Plans and/or structural calculations, signed and sealed by a registered engineer, and/or the manufacturer's published load/span tables using the National Design Specification for Wood Construction, the BOCA National Building. Code, the Standard Building Code, the Uniform Building Code, and this report shall be Mii ily adhered to and a copy of these documents shall be available to the authority having jurisdiction upon request. Cutting, notching, and placing of holes in AYrowood joists shall be avoided when possible. When not possible, the rules given below shall be adhered to when using Arrowood in light frame, general use structures having light loads (e.g., lkloads of 40 psf or less, locations where wind speeds do not exceed 80 mph, etc.) and closely spaced framing (spacings not exceeding 24" o.c.). These rules apply to simple span Arrowood which is subjected to uniform design loads only. End notches may be used provided that the notch depth docs not exceed 3/4 the joist depth and the length of the notch docs not exceed. the bearing length plus IM inch. When used, the shear strength of the member must be demonstrated to be adequate by the submission of structural calculations to the authority having jurisdiction performed in accordance with Section 3.4.5.1 of the NDS with the joist width, b, taken equal to 0.806 inches. 2. Notches within the joist span shall not exceed 1/10 the joist depth in depth nor 1/5 the joist depth in length. Such notches shall not be located within the middle third of the span. 3. When used, circular holes for pipes or cable shall be placed entirely within the oriented nakeboard component of the joists and shall not be placed within 1/6 of the depth of the joists from the edge. No holes shall occur within a distance of 12 the joist depth from the face of supports. I Iolcs not larger than 1/6 the joist depth may be located at distances greater than 12 the joist depth from the supports ;and holes not larger than 1/3 the joist depth may be located at distances greater than the.joist depth from the supports. A review of cutting, notching, or placing of holes is not evaluated in this report for uses or loading conditions other than those noted above. If the proposed cutting, notching, or placing of holes deviates from the rules noted above, or it is desired for members involving uses for load conditions other than those noted above, evidence must be submitted to the authority having jurisdiction for approval indicating that the proposed notches, cuts or holes do not cause overstress of the materials or deflections in excess of those permitted by the code. V. IDENTIFICATION Arrowuod VJ-1 Joists shrill be identified by a mill stamp (sec Figure 3 at the end of this report) indicating the product trademark, intended use, design values, manufacturer's type number, manufacturer's name or mill number, dale and shift of manufacture, the Timber Products Inspection, Inc. logo and their PAGE 3OF3 report number (NER-QA275), and the number of this report for field identification. VL EVIDENCE SUBMITTED I. Manufacturer's descriptive literature and specifications. 2. Manufacturer's load/span tables for VJ-1 . Joists and Headers, signed and sealed by Edward E. Callahan, P. E. 3. Manufacturer's Quality Control Manual. 4. Report on Qualification and Manufacturing Specification Tests in accordance with USDA Report SE -33, prepared by Timber Products Inspection, dated April 10, 1987, signed by Walter W. Boyles. 5. Letter prepared by Timber Products Inspection concerning qualification of 14" and 16" deep joists, dated December 21, 1987, signed by Walter W. Boyles. 6. Report on testing of Arrowood Joists with end notches and testing of joists with holes, prepared by Callahan Associates, Inc., Job #87-927, dated December 9, 1987, signed and sealed by Edward E- Callahan, P.E. 7. Report "Allowable Lateral Design Loads for a Row of Common Wire Nails in Arrowood Framing", by Gerald A. Koenigshof, dated March, 1989. VII. CONDITIONS OF USE The National Evaluation Service Committee in review of the data submitted finds that Arrowood Joist vi -I conforms with or FIGURE 2 Combination end and loo nail dolail i \` REPORT NO. NERA26 is a suitable alternate to that specified in the 1987 BOCA National Building Code with 1989 Accumulattve.Supplement, the 1988 Standard Building Code with 1989 Revisions, and the 1988 Uniform Building Code, subject to the following limitations: 1. The design stresses in Arrowood shall not exceed those listed in this report. 2. Arrowood shall be so handled and covered.as to prevent marring, .and .moisture absorption from snow and .rain. Arrowood -shall be used only in places where it will be protected from direct exposure to weathering throughout its service life and shall not be installed where moistruc content exceeding 19 percent may occur. 3. Holes and notches cut into the Arrowood joisis shall strictly follow the guidelines given in this report. 4. Only fasteners noted in this report can be used with the Arrowood VJ-1 joists. This report is subject to re-examination in one year. , .;N4,r kml h Figure 3 - Typical Mill Stamp 011Mrrowood'- JOIST Fb-1950 FV -500 TP TYPE YJ -1 Eb-1500000 Fit -5501 1 n 1 t ` � ' �' �� • y� � � t. tR ti'i tf' � . • � �4r\`.i r � a��i 11�.t, 1 �i•. ,Il t1(/ti F% r ��'�' � (s�►(�1'�l�r'.��, �� ' 1�r�'�'ttb�i�,yAi`��t � ;`�`�'C�j �1��� t�j,�:11� t 441I��l 7r %'t•q �tf��Z(:• Y `ria,�i` ��}'i��a t�+� ,� (t�1� itl� �t' 1 J l�Y•h� ��•��C��(i( r'�;�� i� fl,r �S�/liftht;'r41f Parallam 4A7.ii Design Specifications • Full NER code approved • Same Parallam® depths from 91/4" to 16" • Industrial finish Includes • Beam Sizing Service • Parallam Software'" free to qualified users • Allowable load tables • Performance warranty For the full terms of the warranty, see the 'Parallam Beam, Header, Column & PostTables.- For 12 -inch depth; for other depths, multiply by (12/d) was shown. For depths of 3.5 inches or less, use a 1.15 Multiplier Factor. Depth (inches) 9.25 11.25 12 14 16 All Parallam 269Tm is Grade 2.1E. See "Parallam Beam, Header, Column & Post Tables' for information on Grade 2.0E & Parallam allowable design stresses. Multiplier 1.03 1.01 1.0 0.98 0.97 more information/sales, please contact: MacMillan Bloedel Parallam Division 1272 Derwent Way Annacis Island, BC V3M 5V9 (604)526-3624 MacMillan Bloedel Parallam Division 436 East Dougherty Street Athens, GA 30601 (404)548-6660 ©1990 MacMillan Bloedel Limited Reorder. 269 Load Table Flyer 12/90 Parallam® is a registered trademark of MacMillan Bloedel Limited for PSL, or parallel strand lumber. T " MacMillan Bloedel ALLOVVABLE 1 (POUNDS PER SQUARE GRADE FLEXURAL TENSION COMPRESSION COMPRESSION HORIZONTAL MODULUS STRESS" PARALLEL PARALLEL PERPENDICULAR SHEAR of Fb TO GRAIN TO GRAIN TO GRAIN Fv ELASTICITY Ft Fc Fc l (MOE) 2.1E 3100 2400 2900 600 290 2,100,000 For 12 -inch depth; for other depths, multiply by (12/d) was shown. For depths of 3.5 inches or less, use a 1.15 Multiplier Factor. Depth (inches) 9.25 11.25 12 14 16 All Parallam 269Tm is Grade 2.1E. See "Parallam Beam, Header, Column & Post Tables' for information on Grade 2.0E & Parallam allowable design stresses. Multiplier 1.03 1.01 1.0 0.98 0.97 more information/sales, please contact: MacMillan Bloedel Parallam Division 1272 Derwent Way Annacis Island, BC V3M 5V9 (604)526-3624 MacMillan Bloedel Parallam Division 436 East Dougherty Street Athens, GA 30601 (404)548-6660 ©1990 MacMillan Bloedel Limited Reorder. 269 Load Table Flyer 12/90 Parallam® is a registered trademark of MacMillan Bloedel Limited for PSL, or parallel strand lumber. T " MacMillan Bloedel 1. Ceiling Insulation S.Inriltration (Air Leakage) Spwiication Points Standard 0. 6. Glass Heat Loss Total 2. Wall Insulation Number of stories -69 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R30 .2 -1 --1 R38 0 0 0 U -value 2 2 1 40 0.50 -176 84 -54 0.30 -102 -49. 32 0.10 .26 -13 -8 0.08 -18 -9 -6. O.C6 -11 -5 •4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 S.Inriltration (Air Leakage) Spwiication Points Standard 0. 6. Glass Heat Loss Total 2. Wall Insulation d8 -69 -64 Single- Single. East Percent :West Family Family Multi - .41 to R -value Detached Attached Family Double R-0 -68 -51 34 less R-11 0 0 0 -39 R-13 2 2 1 40 -90 37 -26 - ,U -value 3 8 35 -75 -153 -19 0.50 -91 38 d6 30 0.30 -47 36 -24 -4 0.10 0 0 0 -58 0.08 4 3 2 5 0.06 9 7 5 - 0.04 14 11 7 13 0.02 19 14 10 .9 0.00 24 18 12 26 3. Raised Floor Insulation -8 -1 7 Insulation In Floor 25 d6 . -14 Number of stories 0 ° R -value One Two Three -12 R-0 . -17 -8 -5 14 R-11 3 .2 -1 d R-19 0 0 0 22 R-30 3 3 3 U -value 15 21 34 ------0.60. -144 -70 -46 10 0.50 -120 -58 38 -6 0.40 -95 -46 -M 16 0.30 -69 -34 22 1 0.20 -13 -21 -14 18.._:...LB 0.10 -17 8 -5 -:7:_'.12.'_ 0.08 -11 -6 -4 -23 0.06 -6 -3 .2 12 0.04 -1 `0 0 0 0.02 4 2 1 17 0.00 10 5 3 6 Controlled Ventilation Crawispace 17 14 Number of stories 3 7 R -value One Two Three { R-0 -11 -7 -5 11 R-5 -4 -4 3 -9 R-11 -2 .2 .2 15 R-19 -1 -2 -2 i 4. Slab Edge Insulation 13 16 19 10 3 9 11 Number of Stories 17 19 R -value One Two Three 13 R-0 0 0 0 8 R-5 8 5 2 16 R-7 8 6 3 or F2 facxr 14 7 5 0.90 d 3 -1 HWR 0.80 -1 -1 0 2 0.70 2 2 1 9 0.60 6 4 2 2 0.50 9 6 3 5 0.V'U 12 8 4 S.Inriltration (Air Leakage) Spwiication Points Standard 0. 6. Glass Heat Loss Total -14 d8 -69 -64 U -value East Percent :West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 .24 .10 4 40 -90 37 -26 -i4 3 8 35 -75 -29 -19 .9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 =55 -18 -10 -2 5 13 27 - -52 -17 .9 -2 6 13 26 d9 -15 -8 -1 7 14 25 d6 . -14 -7 0 7 14 24 -43 -12 .5 1 8 14 23 -40 -11 d 2 8 15 22 37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18.._:...LB 9 3.. -2 -:7:_'.12.'_ 5.5 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 :..is -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 .-1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effectl►e Percent Clea (percent glass x SC) Effec5ve -14 d8 -69 -64 %Glass North East South :West Skylight 18 5 1 4 1 na 164.,.__...2. d6 5 .. _... 1 ... -.: . na 14 4 2 5 1 na 12 3 3 5 2 - na 11 3 3 5 2 na 10 2 3 5 2 1' 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 _ 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na - not allowed 2 3 4 3 & Shading (Shade Closed) Effective Peremt Ctass (percent glass x SC) EAective . %GIUS Mom - E19 Sash -Welt Sky6pht 18 -14 d8 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 d6 na 12 -6 -29 40 -37 na 11 -7 -26 -36 33 na 10 -6 -23 41, -29 -74 9 -5 .20 -21 -25 35 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 d7 6 3 -11 -15 .14 .38 5 .2 -9 -11 -10 .30 4 .I =6 -b =T -13 3 0 -4 -5 -4 -16 2 1 1 -2 -1 .9 1 1 1 1 1 .4 0 2 3 4 3 0 na . not allowed 9. Interior Thermal Mass Interior -25 or -24 b ►14 b Slab Floor Raised Floor Mass Wall Family Family Sbries -15 Mm Detached Attached Stories 0.00 0 0 iCFA One Two Three One -Two Three 0.0 -8. -5 -4 -2 -1 -i 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 .2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9' -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 3 0 2 3 4 5 1.5 3 1 2 4 5 5 2.0 -1 2 4 5 6 7 Z5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11• 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 it 13 13 14 7.5 6 10 11 13 14 14 80 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -25 or -24 b ►14 b Exterior S•e+gfe- Single - +6 to 16 of Wall Family Family mulli -15 Mm Detached Attached Family 0.00 0 0 0 8.0 0.20 3 2 1 -10 0.40 5 4 3 -4 0.60 8 6 4 •7 0.80 10 8 5 -4 1.00 13 10 7 -5 1.20 13 12 8' 3 1.40 12 13 9 9.0 1.60 10 13 11..., 3 1.80 10 .. 12 12 -1 Z00 10 11 _ 13 0 11. Heating System 0 0 SE or 13SPF 10.0 4 (assumes ducts to attic) 3 2 ~ _ Sum of 14 1 10.5 _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33. 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 - 15 13 11 8 Effective SE or HSPF 9 (SE or HSPF x duct efficiency) .13.0 Effective -25 or .24 to -14 to 4 to +610 16 or SE HSPF less -15 3 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 •30 na 3.41 45 -39 -34 -29 •24 .18 0.40 3.67 -34 30 -26 -22 .18 .14 0.50 4.58 -10 -9 -8 -7 .5 •4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25' 22 19 16 13 10 0.90 8:25 32 28 24 20 17 13 1.00 9.17 37 32 28. 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•:m SEER (assumei ducts In attic) Sun of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 -25 or -24 b ►14 b -4 b +6 to 16 of SEER .6u -15 1 -6 +5 +15 more 8.0 -14 -12 -10 -8 .6 -4 8.5 -9 •7 -6 -5 -4 3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 3 3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 " 1ZO 15 13 11 9 7 5 WSS 20 17 14 12 9 6 .13.0 8 5 1 3 3 SE None 37 Efyeslive SEER -18 -15 .12 (SEER xduct c Mcienc7) -1 -1 .1 0 Sat of 7-10 1.9 HWR Effective -25 or -24 to -14 b -4 b .. +6 to 16 or SEER less -15 4 +5 +15 more 5.0 30 .25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 4 -4 3 -2 -2 . 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Lass 7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight S. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cogling System Zonal Control? ( Y / N ) 13. Water. Heating Measures Point Scores or value [381 U -value (0.030] Q 19 or 4f ." R -v U -value (0.098) or O" value [ I J U -value (0.037) or R -value (01 F2 factor (0.771 Standard 0 �a. Type[doublel U-value.tGAR % Tout Glass [161 � Sum 1$ % Glass ` SC Eff. % Glass X = 93 3 X O X d _� % Glass SC Eff. % G1'll''IIaa'ss a• 2 X - 97 ---�- d X TYPE 1 MASS AREA 9 ' CONE. FLOOR AREA Interior W- ss/CFA TYPE 2 MASS AREA _ 9 Exterior Wall Mass NE. L OR AREA Sum 7.10 SE or HSPF X Duct Efficiency (0.78) Effective SE or (0.72!661 HSPF [O -W5.151 SEER [9.51 Duct Efficiency [0.741 Effective S [7131 d Type JSGJ CM& (nonel Point Total: 0 No Cooling System Installed .. -Stories One -5 d -4 3 -2 -2 Two +. 3 3 .: 2 2 2 1 Single-FamOy Lcheilt and Attached Unit Size ($Q Wale( 139 - 1203 1700 2200 2700 Heater credit or - b to to : or Type Type less 11699 2199 2699 more SG Norte 0 0 0. 0 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 20% WSS 5 3 3 2 2 55% POU 8 5 4 3 3 SE None 37 -24 -18 -15 .12 - Solar -1 -1 .1 0 0 1.9 HWR -18 -12 -9 -7 -6 14 WS8 -25 -16 -12 -10' -8 4.8 POU -18 _42 -9 -7 -6 IG None -5 -3 .2 -2 -2 Z3 Solar 7 5 4 3 2 17 POU 3 2 1 1 1 IE None -28 -19 .14 -11 •9 1.2 Solar ' 8 5 4. 3 3 Z7 POU -10 -6 -5 -4 -3 4.1 MuIU-F=4 OridlAdual units) 5 5.2 5.4 56 I Umt size (sQ 0.5 Water 0.9 699 700 1200 1700 2200 Heater Credt or to to ;. b Or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4 WS8 9 4 .3 2 2 5.5 POU • 9 5 3 2 2 SE None d5 -23 -i5 .11 .9 3 Solar 2 1 1 0 0 4A HWR' -23 -12 -8 3 '-S 5.9 WS8- -25 -13 -8 -6 •5 1.8 _ POU _23 12 -8 -6 -5 Ili None -A-2 =1 -2 .2 4.S Solar 6 3 2 1 1 6 POU 1 0 - 0 0 0 IE None 30 15 -10 -8 -6 3.3 Solar 18 9 6 4 4 4.8 POU ' -8 . -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Lass 7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight S. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cogling System Zonal Control? ( Y / N ) 13. Water. Heating Measures Point Scores or value [381 U -value (0.030] Q 19 or 4f ." R -v U -value (0.098) or O" value [ I J U -value (0.037) or R -value (01 F2 factor (0.771 Standard 0 �a. Type[doublel U-value.tGAR % Tout Glass [161 � Sum 1$ % Glass ` SC Eff. % Glass X = 93 3 X O X d _� % Glass SC Eff. % G1'll''IIaa'ss a• 2 X - 97 ---�- d X TYPE 1 MASS AREA 9 ' CONE. FLOOR AREA Interior W- ss/CFA TYPE 2 MASS AREA _ 9 Exterior Wall Mass NE. L OR AREA Sum 7.10 SE or HSPF X Duct Efficiency (0.78) Effective SE or (0.72!661 HSPF [O -W5.151 SEER [9.51 Duct Efficiency [0.741 Effective S [7131 d Type JSGJ CM& (nonel Point Total: 0 Interior MaSSICFA -� YT►[ 7 .Ass lt•vwl.C•.•71 ep...d le•.IDI - TYPE I PASS (VIMC s 4.2, lot exposed slab) 0% 5% 10% 3% 20% 25% 30% 35% 40% 4SY. 50% 55% W% 6A M% 7s% W% SS% 90% 95% t00Y. 105% icor 1157: 1207: 125" 0% O 02 0.4 0.5 0.8 1.1 1.3 IS 1.7 1.9 21 Z3 2.5 21 2.9 12 14 16 3.8 4 4.2 4.4 _4.6 4.8 5 53 loY. 02 04 0.6 0.8 1 1.2 1.4 1.5 1.9 11 Z3 ZS Z7 29 11 13 15 17 4 4.2 4.4 4.6 '18- S 52 S.4 20% 0.3 06 0.8 1 1.2 1.4 1.6 1.8 2 Z2 Z4 Z7 29 11 13 15 17 19 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 tU 0.9 1.1 1.4 1.6 1.8 2 Z2 Z4 Z6 Z8 3 32 15 17 39 4.1 4.3 4.5 4.1 4.9 5.1 5.3 5.6 So 40% 0.1 09 1.1 1.3 1.5 1.7 19 22 24 Z6 28 3 12 14 16 i8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1S 1.7 1.9 Zi 23 25 Z7 3 32 14 U 11 4 42 4A 4.6 4.8 S.1 5.3 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.6 1.8 2 12 Z4 2.6 Z8 3 12 15 17 19 4.1 43 4.S 4.7 4.9 5.1 5.3 56 5.8 6 62 60% 1 11 1.4 1.7 1.9 2.1 Z3 Z$ 27 Z9 11 3.3 15 111 4 4.2 4.4 4.6 4.8 ' S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 U 1.5 1.7 1.9 Z2 Z4 Z6 Z8 3 12 14 36 3-8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 707: 1.2 1.4 1.6 1.8 2 Z2 ZS Z7 29 11 13 15 3.7 19 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 62 64 75% 1.3 13 1.7 19 Zt 2.3 2.5 ZI 3 12 14 18 18 4 42 4.4 4.6 l8 5.1 5.3 SS 5.7 5.9 6.1 6.3 5.5 WY. 1.4 1.6 t.8 2 22 2.4 26 28 3 13 1S 17 19 4.1 4.3 43 4.1 l0 5.1 5.4 55 5.8 6 62 64 66 85% 1.4 1.7 1.9 11 23 ZS 2.7 29 3.1 3.3 3.5 18 4 4.2 4.4 4.6 4.8 S 52 64 5.5 59 6.1 63 6S 67 WT.. 1.5 1.7 2 2.2 2.4 Z6Z8 3 3.2 3.4 3.6 18 4.1 4.3 4.5 4.7 4.9 5.1 53 .5.5 57' 5.9 6.2 64 66 68 95% 1.6 1.8 2 Z2 ZS 21 29 11 33 15 11 19 U 4.3 4.5 4.1 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100Y. 1.7 19 Z1 Z3 Z5 Z8 3 32 3.4 16 18 4 4.2 14 41 4.9 S.1 S.3 55 S.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 Z2 24 Z6 Z8 3 13 3.5 3.T 3.9 4.1 4.3 43 4.7 4.9 11 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1107: 1.9 21 23 25 27 Z9 11 13 16 3.8 4 4.2 4.4 4.6 4.8 S S2 5.4 5.7 5.9 61 6.3 6.5 6.7 69 7.1 115% 2 22 Z4 2.6 Z8 3 3.2 14 3.6 3.8 4.1 4.3 4.5 4.7 4.9 it 13 5.5 5.7 5.9 6.2 5.4 6.6 6.8 7 7.2 120% 2 Z3 ZS 2.7 Z9 3.1 13 15 17 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 11 23 25 28 3 12 14 16 3.8 4 4.2 4.4 4.6 49 5.1 13 SS 5.7 5.9 6.1 6.3 63 6.7 7 7.2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Lass 7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight S. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cogling System Zonal Control? ( Y / N ) 13. Water. Heating Measures Point Scores or value [381 U -value (0.030] Q 19 or 4f ." R -v U -value (0.098) or O" value [ I J U -value (0.037) or R -value (01 F2 factor (0.771 Standard 0 �a. Type[doublel U-value.tGAR % Tout Glass [161 � Sum 1$ % Glass ` SC Eff. % Glass X = 93 3 X O X d _� % Glass SC Eff. % G1'll''IIaa'ss a• 2 X - 97 ---�- d X TYPE 1 MASS AREA 9 ' CONE. FLOOR AREA Interior W- ss/CFA TYPE 2 MASS AREA _ 9 Exterior Wall Mass NE. L OR AREA Sum 7.10 SE or HSPF X Duct Efficiency (0.78) Effective SE or (0.72!661 HSPF [O -W5.151 SEER [9.51 Duct Efficiency [0.741 Effective S [7131 d Type JSGJ CM& (nonel Point Total: 0 Ceruhcaie of compuance: xesiaentlai 0imate Lone li Project Title _ n Project Documentation Author Telephone Building Permit M A S %-/G C3edced By / Date Famanent Agency Use Ontlr BUILDING DATA DESIGNER ENFORCED M Glass Area %Glass 0 Condi ' r Area Number of Stories / North East_ 9a 9.O S1 Raised Floo • Number of Units _� South --� Single Family Detached ( ( ] Addition Alone West --.. —3,7 (] Single Family Attached (SFA) [ ] Existing Building Skylight O " (] Multi -Family (NM (] Existing -Plus -Addition Total -6_ a;ek e... � BUII,DING SHELL INSULATION a Doors and windows bciweet conditioned and unconditioned spaces designed to limit sir leakage. Component Insulation Locatiidrx/cornrnents THERMAL MASS Type R -Value (attic, to garage. lupiceL etc,) Thickness Wall .............., y (inches) Locadon/Description(kitchen. bath etc.) HVAC SYSTEMS" 'Niinimum Wall .............. Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # Roof ............. conditioner. heat pump) (SE, SEER HSPF) Wdc, etc.) R -Value (Btuh) (or approved equal) Roos'.............. HVAC and Plumbing System Measures Floor ............. 12-5352W and 2-3303: Space conditioning equipment sizing: attach ealeulationt i Floor ............. 12.5352(h) and 2-5315: Setback dtemasra: on all applicable heating systems. , Stab Edge..... §2-5316ft Eahauasystem have damper controls. GLAZING Shading Devices §2.5314(c): Gas-fired spars heating equipment has intermittent ignition devices. GIazing Area Glass Type Interior Exterior Overhang FramingType Orientation (sf) (sinele, double) (Toiler hlirva --tr_1 f.1 -4... -rte... ... N i_ __,- r 1nth ( ) ?,2_Asuhho DESIGNER ENFORCED M . Noah ( ) East East South ( )_ •• �� South, West ( ) West ( ) Skylight....... a Doors and windows bciweet conditioned and unconditioned spaces designed to limit sir leakage. THERMAL MASS Type/Covering Area Thickness (slab/exposed, cite, etc.) (sf) (inches) Locadon/Description(kitchen. bath etc.) HVAC SYSTEMS" 'Niinimum Ddct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SEER HSPF) Wdc, etc.) R -Value (Btuh) (or approved equal) 7.2 Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model 1��i� /IVl # 1, System T (storage gas. etc.) Capacity or approved equal) S', Featu SL.z NV SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lo-nse residential buildings subject to theStandards must ca=a these —wes m rdkss of the compliance ' approach used Items marked wrN an asterisk (,)may be suposeded by mese stnngcnt compliance nquine fined an the Ccrufreae of Compliance. Wbco Nis checklist u incorpaned into the permit documents, the foturu noedsaad . be considered by all parties as binding minimum component performance specifications for Ne mandatory measures r wherher Net are shoo:: dsewhcm in the documents or on this checklist only. DESOUrr10N DESIGNER ENFORCED M Building Envelope Measures 12.5352(a): Minimum ceding insulation R-19 weighted average. 42.5352(b}. Lane fill insulations manufaauret's labeled R -Values 12.5352(ek Minimum wall insulation is framed walls R. l l weighted average (does not apply to Owner mass walls). 42.5352(kk Slab edge insulation - water absorption rate no greyer than 0.3%. water vapor transmission nu: no gseatu than 20 pwWutch. 12-5311: Iraulatiom specified or installed meets California Energy Commission (CEC) Quality standards. Indicate type and forth. 12.5352(fk Vapor barriers mandatory in aimae Innes 14 and 16 only. 12.5317: InfdtratiorvEafiltntion controls a Doors and windows bciweet conditioned and unconditioned spaces designed to limit sir leakage. b. Doors and windows certified. c. Doors Lid wallows -czthc stripped'.alt Emu arid pemcaauo ns cauikrd and sealed 12.5352(e), Special infiltration barrier installed toeomply with 12-5351 meets CHC quality standards. 12.5352(d),. Installation of Fireplaces 1. Muomy and factory -built fireplaces have a Tight fusing. closeable metal or glass door b. Outside air intake with damper and control c Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352W and 2-3303: Space conditioning equipment sizing: attach ealeulationt 12.5352(h) and 2-5315: Setback dtemasra: on all applicable heating systems. 12.5316(ay Ducts canun,ctm, installed and insulated per Chapter 10. 1976 UMC. §2-5316ft Eahauasystem have damper controls. §2.5314(c): Gas-fired spars heating equipment has intermittent ignition devices. §2.5314: HVAC equipmem, water heam, showerheads and fauccu eenified by the CEC. 12-5352(ik Water heater insulation blanks (R. 12 or greater) or combined interiorheserior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or grater). 52.5312(Ezception R: Pipe insulation on steam and steam condensate return & recirculating piping' §2.5318(d)r Swimming Pad Heating 1. System has: a. oMoff switch on heater. - b. Weatherproof instruction plate on heater. -- -- c Plumbed to al.o mw for solar. 2. 75 percent thee► efficiency. 3. Pool cover. - - 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.53520x Lighting - 25 lumensfwatt or greater for general lighting in kitchens and bathrooms. 42-5314(c), Gas fired appliances equipped with intermittent ignition devices. 12.5314(a)- Refrigerators, refrigmtor-freersrs, freers and 0uom=t lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of cotnpliance lists the building featum and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subctmp err 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design resper>sibility and the building owner. who shall rttain a copy of it and transmit the certificate to my subsequent purchaser of the building. Designer t Name i rstkJFrtss: Addm= Telephone: l.ic. /: (signature) (dam) Documentation Author Name: Tttk/Ftrrn Address: Building Owner Name Address: Telephton (sisnan=) (date) Enforcement Agency Name: At—r. T -t -.J..... I I 0 21-03-09port HUGH CHATHAM End pri rd, -1 mi N of N Butte Rd, 3/5 mi W PenningtonRd, Live Oak area Conti: Lloyd Dietrich �!/���'� Permit#2219-88B,P(remodel/SF) Com i t I 4 I i d J d . I i I r E F 'f I 0 21-03-09port HUGH CHATHAM End pri rd, -1 mi N of N Butte Rd, 3/5 mi W PenningtonRd, Live Oak area Conti: Lloyd Dietrich �!/���'� Permit#2219-88B,P(remodel/SF) Com Cs�9 r � sC� ! elms aPC' )"j 3 s4�� ts'%� PERMIT NO. 2`219-88B, P PERMIT EXPIRES 719op � v OWNER HUGH CHATHAM CONTR. Lloyd Dietrich ASSESSOR PARCEL 21-03-9port LOCATION End pri rd, 1 mi N Butte Rd, 3/5 mi W Pennington Rd, Live0ak area r; F ' iR R 1 Temp. ,Power Pole Called P Temp. Elec. Called P Temp. Gas S jl ( Called P JOB FINALE Signatun I � � i r; F ' iR R 1 Temp. ,Power Pole Called P Temp. Elec. Called P Temp. Gas S jl ( Called P JOB FINALE Signatun = OK 0 Nett OK Not = Not Reaable dyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -131 Date Card -131 Date Card -81 Date Card -131 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date MISCELLANEOUS Date DECK OVERS,CARPORTS,GARAGES, (Plans)OK except #'s I-Ifopigl-Requirements-Setbacks-Easements tings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails A­Wbod Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing ns-Connections-Splice-Decal-Enclosu res - oors 7-2t9'c anchors-Studs-Rftrs-Trusses 9. g -Veneer -Stucco -Mesh 9,/�1of; Shthg-Roofing #�. ., Steps=Doors-Landings Card -131 Date /% Card -B1 Date Card -B Date _ and -131 Date Date VPOOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip,Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ICard -B1 Date Card -131 Date Card -B1 Date Card -131 Date = OK 0 = NotOK pplicable - =Not Applicable RE$ID TIAL (Single and Duplex) = Not Ready / _ Date UNDERFLOOR (Plans) OK 1. Zoning-Setbacks;-Easen 2. Ftg., Main; Soils -Steel -Mc. Grind.-/ /" Ftg. De 3. Ftg., Garage; Soils-St4e]-A Ftg. Depth 4. Ftg., Porches & cks; S s -Steel-/ /"Ftg. Del 5. Stemwalls, Mai teel- lockouts -Wrapped 6. Stemwalls, Gar ; Steel-Blockouts-Wrapped 7. Slab; Steel- r e 8. Piers- Firep g. -Steel 9. D. .; Fa ittings-Test-2 way C/O -Sewer Test 10. G s P,4M ze-Anchors 11. Wa er P' e; Test -Anchors -Regulator -Service Test 12. Electr' ; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meeh. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -B1 Date Card -81 Date Card -61 Date Card -61 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -81 Date Card -81 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Wal Is-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -131 Date Card -81 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meeh. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Firep I. -Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91, Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -61 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - OroviIle. *California 95965 - Telephone: APPLICATION AND PERMIT WORKSPERMIT . _ /, 916/538-7541 1(S/ AS SSOR PARCELNU�1B ZONIN BUILDING PERMIT 0WN)E If TELEPHON.E S0. FT. OCC. BUILDING VALUATION OWNER'S 741LING ADORES. COIWTRA TOR'S AME ,,& ` /'-TRACT TALE HONE CO R' MAILING AD KESS Fireplace CONSTRUCTION L N R VNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ,E. Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUI ING DDRESS r rW. Permit fee $ PLUMBING PERMIT Filing Fee 10.00 3 _ Each Trap 2.00 ti rl ` lo t® Solar or heat pump water heater 20.00 LOT NO. SUBVVISION NAME PARCEL MAP Water piping6 C 5.00 Q Each qas water heater or vent 5.00 USE OF STRUCTURE SF;K Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - outlets 5.00 Building sewer p 5.00 Mobile Home IS G W 0.00 ea TYPE OF WORK New ❑ Addition❑ Remodel Utilities ❑ Installation❑ Other ❑ Describe work: j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6111 OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full orce and effect. C, License No. _2�� x A ? Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.al YzQsgft OR ADONS. ACC. BLDGS. NEW CONSTRMULTI-OUTLET '2,50 ea NON.RESID .BRANCH CIRCUITS) POWER APPARATUS e (SINGLE OUTLET CIR. z0@50t EX. �CCUp OUTLETS OR FIXTURES eALO 30 Ex. OCCUp- OUTLETS FIXED P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IYirin 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. rd I have placed on file with the County of Butte Building Department �N 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. MECHANICAL PERMIT FilingFee 10.00 Heating Cooling Hood 3.00 Ventilation penult 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 expenses which may in any way accrue against County in cons u ce of the granting of this permit. �- X Date ! Signature of icant — Owner ❑ Contractor E] 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ O CUP. CONST.TYP 9cNooL PLO D PARCEL PD N 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which EC OR F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 722 - '� Receipt No. WHITE-O.P.W.. TELLOW-A38C330 . PINK -INSPECTOR. GOLDENROD -APPLICANT • - . . ✓ • w�.,-�,'i:y,. .i` �.��., r iV" . Ts.,i Al MM^I. (r. '+,.r` -• i R COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION DRIVE OROVILLE,'eAL 160RNIA 95965 TELEPHONE: 7 COUNTY CENTER - - 916/538-7541 PERMIT APPLICATION DATA SHEET -�--� 7 Permit No. OWNER ( / a Q `` / A. P. 0. �C/J D Proposed Building Use/ C-WOC % Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans, 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . , , , , �,- � Letter of signature authoG.zat'.o % / - (OV,4 10. Sanitation approval from ©� (•/ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome installation Data. . . . . . . . . t Pre-Inspec.request to (Date) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 2 . Engin ered/trusses iht,n dup ate (req ed prior to plan check).OW22. EIT ou issue the permit pooroc s as follows: Mail to owner, Mail to contractor. elephone -3/Q and hold for pickup a&�office, Deliver w/inspector. Other Applicant Date Copy of plans sent Health Dept.,. Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail_counter by date f Contractor, designer, owner, was advised of above required data by—phone —ma ll_counter by date Plans checked by 211Date `ls fPlans approved o5 Date "a i Sets of plans on hold in File cabinet AP folder Copv—DPW TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance R�, -6, -3-? Owner. Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for bedroom mobile home. NOTE *** Sanitarian Water Supply Water Supply Other 64/� L Date LAU G H O W &. CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, 95991 (916) 671,1008. . July 19, 1988 Butte Co. Bldg. Dept. 7 County Center Drive Oroville, Ca.95965 Re: 'Raise Cabins-at Wild Goose Gun Club,. Butte. Sink Gentlemen: I have been requested to certify the 100 year flood plain at this site for building permit purposes., I have reviewed the Federal Flood Hazard Maps of this area and they give no flood plain elevations. I contacted Don Neudeck', State of California Water Resources Phone 445-6242, Herb Hereth, Corp of Engineers, Phone 551-2286, John Silbelsky Corp of Engineers, Phone 551-1881 and they indicated that there is no flood plain information available for this area. Herb Hereth did indicate however that a reasonable assumption of the 100 year flood plain elevation would be pre- Shasta Dam levels that were known to earlier area residents. There is a member of this Club (50 years) that has indicated that. pre-Shasta Dam flood water levels were approximately three feet above' those experienced since construction of the Dam. In as much as there is no better information available, I am recommending that new flood levels be set three feet above known post Shasta Dam flood levels. SPECIFICALLY Item Description USGS Bench 54' HJH set 1951 on site at EL 56 ft. Recent High + 8 ft.. Water level EL 64 ft. Estimate 100 year + 3 ft. Flood plan EL 67 ft. Therefore, I recommend that the Hugh Chatham, Jamie Mozzato and Hal Reney cabins at the Wild Goose Gun Club f# i-1!9 r;; •floor elevations be set at no less than EL 67 feet USGS. cerely Gar Lau 1 n 4t Civ Endiitee �j}" jlJt �';�• �1' �. E SUTTER CO COLUSA CO o � 3 2 (, yQj 09z z -C z LAJ z N C � � m x 6 O LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 TO - 't�Q VI G DATE SUBJECT LETTER Enc� 6uIj g - 4,oze C"i oS A -r FAC6� �2Ui L D(0 i Foe2. I,U---VA71otis In F=►l e. -n c) W(z e IPQ0W1 tJS� S AA e Q,, Lll:� AA""Q 6 t u i N1 t-1 A©1 S Y ia' •� ao phut,, A-t,.)ouE �2tST,, W t w -7 - - ✓ Irl :n:(. :1 ❑ PLEASE REPLY ❑ NO, REPLY NECESSARY SIGNED f LAUGHLIN & CO. CIVIL ENGINEERS' 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 ,(916) 671-1008 To G /4-11/J��T el � 1 /��► ire v� LETTER DATE SUBJECT Ae e-6 CAl rAMI" C4-eJ1A/ /s iq> A c7beAJA-fE /;)l- L oAE 7VC R! � (5--Aj A6 ,�lsri CJ SS t� %' r-/ ED t0C,-77oNS 7v Meld V,4e,4A) 7' B�Ac�s <f 44AIMv T S 11 1' M, f MAR FNT L... si lt�vF tS�7� �A�� i � 4 1: r yV ❑ PLEASE REPLY 0 NO REPLY NECESSARY SIGNED vi` dik 57-F-E� LW516 PL4TE T111c 4 Ee1-577 < 7 - 6 X 6 FOSr r -t4 pi^k/s. LAZ C�000�r U/LIDING DepAli (f WA 7 WAII rRew leo �s� �J _ � cfz .13VSD ,5dTTr= COLIkh-17-J., �10�ed /'' / Ate^ 3 ': ` r •. PROJECT�-''I tG{rl- (�F7"A""tq/T '�' I .CIVIL ENGINEERS , BY DATE" 5 �� 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 • (916) 671-1008 JOB NO. SHEETOF N r-ori- .OK� 4. lit to 0 �� t ` ; ;` { . t 2 Com, c� , . . • BUILD �pARim'EN A pine ED ASIV Cab; 021-03-0-009 96-2200 BPEM WILD GOOSE CLUB/BERRY Cabin #4, N of N Butte Road (new hunting cabin)./1-—fJl�lq� " 021-03-0-009 966-2199 r 4iILD. GOOSE CLUB/BERRYB Cabin #4, N of N Butte Road (demolish cabin) 021-030-009 PERMIT#97-1442 WILD GOOSE CLUB/BERRY Cabin #4, Live Oak Conti RD Prater Const. I' Add'l Sq Ftg BP#96-2200 lq� I 6®e RESIDENTIAL i 021-03-0-009 96-2200 BPEM WILD GOOSE CLUB/BERRY Cabin #4, N of N Butte Road (new hunting cabin) d h ;7-/Q' E�4, /NSLk c.`i1dnl 6lC� b olc ;1 n (1�1vr�Fr� f 14,-+, r'C S Ls► \` bz M � ORFICE COPY Addres44 A/ vz�, GAS Meter By ELECTRIC,] Date ' Meter By �J 'Date �I JOB FINALED (Dat % — Signature Al V=OK O = Not OK ble • = Applicable Not ReaMOBILEHOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements - Setbacks - Easements 6. Carports; Windows -Doors 2. Soils; Special MH Support Sketch 7. Electric 3. Sewer, Location -Test -Fall -C/0 -Concrete 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 4. Water, Location -Test -Easement Needed (Sketch) 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; LocationClearances-Gmd-/ /Amp -Concrete 10. Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap; / / Ut. / /Nat. or/ /"L°ft./ /LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 1. Zoning Requirements- Setbacks Easements 3. Pool Structure; SteelConnections-Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line 4. Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test-Demand-VaNe-Connector 5. Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector 7. Elec.; Bonding; Metal w/SCirculating Equip. -Heater 6. Water; MH Test -Regulator -Connector 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. Health Department Approval 8. Gas and Electricity Tagged 10. Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C� 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Card B-1 Date Card B-1 4. Wood Awn.; Posts-Beams-Rftrs.Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; SteelConnections-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/SCirculating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 o = No UK RESIDENTIAL = Not Applicable * = Not Ready `. r Date UNDERFLOOR (Plans) OK except #'s Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slabl el -Wrapped 8. fs-Fireplace Ftg.-Steel Go'D.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10' as Pipe; Size Anchors - Yard Gas Piping; Size Test 1 . Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pi ums & Ducts; Clearance-Mate(al-Support-Ins. 1 Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation nsulation Date Card B-1 Date `7- %-2-,q,7 d B-1 y.4 Date Card E-1 Date PLUMBINQ4Permh) OK except i tW. V2fer Htr.; Vpfit-A&Ies omliu6$6n Ai BWe "ler Pipe; Test & Anchor -Nail Protection jet D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21.�t Tub & Shower, Second Floor -Tub Access . Gas Pipe; Sixe & Anchors Date'/,- 'A-A"U Card B-1 4Q� Date Card B-1 Date Ca558-1 Date Card B-1 Date eCLECTRICAL (Permit) OK except #'s -J* 2&, -Fixture & Transformer Clearance -Ins. Protection & Switches at Doors 26/Siz oxes & No. of Conductors Stapled �riex Installed Close to Edge of Studs & C.J. EKp. Ground made up w/Mech Fastners-Bond Gas & Water 3BA Appliance Circuts in Kitchen & Conductor Size GFI -QQ-SoblIe - ire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al ; c. / ga Cu or AI -Oven Circ. / / ga Cu or Al In ed Neutral 0 Yes 0 No Riser Conductors & Ground -Main Disconect uip. Clearances Panels-Motors-Mech. Epuip. y+ Clothes Closet Light -Shower Light -Spa Light 3,Ae-Smoke Detector Date Card B-1 gA,7 Date Card B-1 Date Card B-1 Date Card B-1 Date AAECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Ver�FFan, Exhaust above insulation ansate Drain & Overflow, Size & Grade 3b -Vent Access -Comb. Air -Return Air Vent 115 outlet a orm if Furnace in Attic Date 27 )-.? C/7 Card B-1 Date Card B-1 Date / Card B-1 Date Card B-1 Date AMING (Plans) OK except #'s 4a,"SXProgermateriais & Anchors Af'Wa;tuds-Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing DrafJ,Stop in Walls (rat proof) it tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing (Single & Dupi 671 Cli . Joist-Rftr. Ties-Purfin-roff Brac: Truss-Shting: Rfng. V,Ijrfiace Ties or Type A Flue -Fireplace Throat clearance A ' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles JOAdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions tion Framing k2-RrLine uewall & Openings .Boors -One 3 -Check Garage 3rd Story, 2 Exits St�cs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding-Nailina Veneer Access Area -Glass Wall Panels Date _ Gard B-1 Date V Card B-1 Date �j 1`'7 Carg)1-1 Date Card B-1 Date NAL (Plans) OK exceot0s �- 6 . m Detector 6 urnace; Vents -Clearance -Comb, Air-Conector- arage; Above Floor -Ducts -Meth. Protection Bpdfoom Exiting (101`5E Bath Fixtures & Tub Access -Spa 64,01lec. Trim & Subpanel, Breaker Sizes & Labels ai fir ce or Stove, Clearance -Hearth 7 . . tlets at Wood Panel, Int. & Ext. 71'±!. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Recepticales at Kit. Counter arae ire oor; in-Landin -Closure uct in Gara a -Dam er 7k—'Kir. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 7 ., Elec. & Mech. Equip. Listed for Location 787t arae G.F.I. -Romex Protection sul ' -Foam-Looked in Attic 8 card 'Is & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearrane�-Looked under Floor H Yes T�ollowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No frfVents ve Roof. Plbg-Appliance-Fireplace-Clearance to Openings 813�Nell, Disconnect, Electrical, Plumbing Ext�fefElec. Trim, G.F.I. Receptacle -Underground 8POVerUgetion Throught House We! las ection r orrections from Previous Inspections as Tpt-Meters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date Card B-1 _ Date Card B-1 Datei and B-1 Date Card B-1 Date U loard B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California .y5J65 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT ����� dd ASSESSOR PARCEL NUMBER 21-030-009 ZONING . BUILDING PERMIT OWNER WILD GOOSE CLUB B.BERRY TELEPHONE E46-3577 SQ. FT. OCC. BUILDING VALUATI r 31,104.00 OWNERS MAILING ADDRESS 1451C -NORTH BUTTE RD CONTRACTOR'S NAME R.D. PRATER CONSTRUCTION TELEPHONE 534-9230 CONTRACTOR'S MAILING ADDRESS PO BOX 336 PALERMO, Fireplace 1,500.00 CONSTRUCTION LENDER NONE UNIw0WN Total Valuation Is 32,604.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS NOPE Permit Fee $ 304.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 197.60 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS PERMITFEE $ 544.60 PLUMBING PERMIT Filing Fee 20.00 Each Trap 4 7.00 28.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 yy TYPE OF WORK New EI Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: iNi1TING CABIrl 24 X 24 - Mobile Home S G W 920.00 PERMITFEE $ 93.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 OR LESS Main Service ( 000V OR LESS 1 200A / 23.oD 23.00 Main Service ( 200A TO 1000A ) 46.00 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.iR-i II force and effect. i{� License Class Lic. No. �j/ OWNER -BUILDER DE-LARATION 1 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BUDS. ) SO. 20.16 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FD(TURES) 20 Q° 1.00 BAL .50 Ex. Occup. ( OFIXED UTLETS(RESI�.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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' p nsati nsura ce carrier and policy number are: Carrier l.� Policy Number (The above sections nee 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 p o in any manner so as to become subject to workers' compensa ' In I o . ornia, and agree that if I should become subject to the workers' -omp s In ovisions of section 3700 of the Labor de, I shall forthwit com tho provisions. X Date -- Signature lic t caner Contractor ❑ Ag#demo An OSHA permit is required for excavations over 5'0" deep anor construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 g Heating 15.00 Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 788.26 HA2. I D. FEES I IMP I FLOOD CDF PARCEL I PD HD is This permit is hereby issued under of the Butte County Code and/or in ' a a e for hich fees have PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date Q� (Date) Receipt No. 20642 - d S/0 b WHITE-D.D.S.-B.D. CANARY -ASSESSOR '-PINK-INSPECTOR I GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �-- 7 .County Center Drive - Oroville, C41ifornia95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT . - `�2o ASSESSOR PARCEL NUMBER 0 ZONING BUILDING PERMIT ow _ / TELEPHONE SO. FT. OCC. BUILDING VALUAT ON OWNEOWMAJUNa ADDRESS S& (/ Q CO R5 � 1 TELEPHONE61761 33 l��� CO ORS NG Abo S n Fireplace TRucnoNLENDER co AMAIC UN KNOWN Total Valuation 22. Q B (7 LENDER'S MAILING ADDRESS UQA1 C- Fling Fee $ 20.00 Permit Fee $ A6 06 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ J460 ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUSDINGADDRESS „n �I /^ PERMITFEE $' S - I- L; IO PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 00 IAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 O'eUSEOFSTRUCTURE SF B Duplex ❑ Mobilehome ❑ Other sPEclfr Water piping 15.00 f Each gas water heater or vent 15.00 j Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 / TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ / Describe Work: �y yV `�'/ 12% ('� � �~/� ! /o Mobile Home S G W @20.00 PERMITFEE PERMITFEE '001 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencingwith Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 sale 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 NEW CONST. OWELLING OCCUR OR ADDNS. ( a ACC. BLOS. ) SO, 3.5c FT. NEW CONST. ( MULTI.OUTLET NON-RESID. \ BRANCH CIRCUITS ) @7.50 'OWER APPARATUS (3 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL Q .50Ex. Occup. oUIxTEEDTSPREN o.ORR.A ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring ` 23.00 PERMITFEE $ — Contractor L WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 650 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) (; ❑ 1 certity 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' t compensation laws of California, and agree that if I should become subject to the I workers' compensation provisions of section 3700 of the Labor Code, I shall !I (forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavation over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 41 Energy Inspection Fee $ L OCC CONST. TYPE TOTAL,,FEE$ HA2. C.FEES I P F O COf I PgRc pp I MD ISS:1E This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ��99 % p� 7 f By Date PERMITEXPIRESON I—— provisions to do work paid. Receipt No. •••••-- -• •... .. ....,. .. .� n n...,. ,., ❑rrno rn, MC.Qnn.A001 If AWT 1.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7COUNTYCENTERDRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE(916)538-75A1 PERMIT APPLICATION DATASHEET OWNER W14J 6©o Proposed Building Use E c 1-0,6 1 R P. No. 6Z —6 3e —Oo 7 Building Inspector V—(E- Date F — 16 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3., Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome t nd,m nufacturer's installation instructions, 2 sets. .......... Ad Fees of $ �� I lB . ............ '................ —a 6 G l�/3 Impact fees as shown on attached schedule. .. P. L o•v .... .... !� � . if � 6 12. California Department of Forestry plan approval/fees. ....................... . 3. Flood elevation letter (100 year flood) by California Engineer. . . . Sanitation and plot plan approval Health Department . ............ g a' 15. City of Chico plumbing permit . ......................................... V16. Plot plan and business license approval from City of Biggs/Gridley. ............. .7. Planning approval for (A) Use: (B) Parking: ........ 18: Contact Land Development about (A) Improvements (B) Drainage. . -19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for Pre -Inspection reque required. . to Building Inspector (Date 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. 31. Existing violations/expired permits . ..................................... . 32. Plan ec lis �. 34. When you -issue the permit, process as follows: Mail to o'�y / ll to ontractor. ✓Telephone and hold for pickup at S3 �/v� offic Deliver with inspector. Other Parcel Creation Acreage Applicant Date /fes Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. t. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: ance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, ow,ner�, " idvis d o above required data by _ phone _ mail Co to y _ Date Plans checked by !: , / (, , ate Plans approved by Date Sets of plans on hold in File cabinet AP folder_ Copy - Department of Public Works H.H. USE ONLY Plot Plan AmcLed t/ 1%" Playr Sot to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance G�� off- o Owner Location AP// Plan Approved for: Sewage Disposal 1-1� Clearance for ; , bedroom% a home. Other Hold final for: Final clearance O.K. for: 0j , /- Environmental Health Specialist Q/011 Water Supply: Public Private Well Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-754/1 OWNER A.P. #,',�r c�– PROPOSED BUILDING USE DATE SCHOOL DISTRICT FEES (paid at District Office) 2. SHERIFF FEES (paid at Building Division) Residential...... X. =$ unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) E1 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) OTHER REC. # DATE REC — '/ //,;?- & A� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE _ _ - '• : -ter- . _. - �'vi..., :E... y;y. _ • .`..- - �. , . v., r.. .. � .'� ... r.. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number Q 9 1-- 030-'01 isdiction: City County Property Owner ! �L to 6 //0®S iff C1L. U6 Property Location/Address 1 Sco / C ,n/ 04:rd 8U Subdivison Lot No. Residential Development 0 0 No. of Living MHI Addition Units Commercial/Industrial New Addition (Floor Plans reviewed by School District Personnel) Dis ri Identification No. School District certifies that ,a Sq. Footage 62 (Group R) Sq. Footage (Including Exterior Roofed Areas) —02�- 76 Date ?C (Applicant) c (Street Address) (Phone Number) has complied with the requirements of Resolution No. 'add,? representing <.:;;? / % square feet. Di$trict Representative Paid by Check # Bank Number Paid by Cash Remarks: /� A (Zip Code) by payment of $ 4p -- AB 2926 $ FULL MITIGATION $ io Date ow If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl, (11/94)dmm COUNTY OFi'*BUTTE'. BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, -CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 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 notify 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. f Al—:, -,W-C Date il/ %/ Inspector REV 1 COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaininghis oe d�dditional explanation, please ct this office immediately. '� I — — — r F - w 11 Date Insp REV 10/92 A Division of SMB Industries, Inc. 2738 Feather River Blvd. Oroville, CA 95965 (916) 534-6266 Fox (916) 534-7122 April 30, 1997 Certification of Compliance For Metal Works Job #97287 R.D. Prater Construction We certify that all material used to fabricate and furnish the following items was procured through domestic sources. Items: 16 each steel brackets base plates as follows: 1" x 11" x 7 1/z" with 2 each 1/4" x 4" x 12" ears. Base plate will have 2 each 11/16" holes along centerline. Each ear will have 2 each holes. All galvanized.) We further certify that all manufacturing steps occurred in the United States and that based on certified material test reports all material used is of domestic origin. Michael Phulps Metal Works S 11 AWS D1.1 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Welder or welding operator's name Bradley Baker Identification no. 569-39-0983 Welding process FCAW Manual Semiautomatic X Machine Position Vertical VP (Flat, horizontal, overhead or vertical - if vertical, state whether upward or downward) In accordance with procedure specification no. AWS D1.1-96 Material specification ASTM A36 Diameter and wall thickness (if pipe) -otherwise, joint thickness 1" Thickness range this qualifies Unlimited FILLER METAL Specification no. A5.20 Classification E71T-1 F no.—6 Describe filler metal (if not covered by AWS specification) N/A Is backing strip used? Yes Filler metal diameter and trade name 1/16" Flux for submerged are or gas for gas metal arc or flux cored arc welding CO, .VISUAL INSPECTION (9.25.1) Appearance Pass Undercut None Piping porosity None Guided Bend Test Results Type Result Type Result Side Pass Remarks Side Pass Test conducted by Bill Steyskal Laboratory test no. N96-101 per Agra Earth & Environmental, Inc. Test date 7-5-96 Fillet Test Results Appearance Fillet size Fracture test root penetration Macroetch (Describe the location, nature, and size of any crack or tearing of the specimen.) Test conducted by Laboratory test no. per Test date RADIOGRAPHIC TEST RESULTS Film identification Results Remarks Film identification Results Remarks Test witnessed by Test no. per We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 5C or D of AWS D1.1, ( 96 ) Structural Welding Code. Bill Steyskal\ 20 t VdllllPe8� iozo SKP� Manufacturer or contractor Authorized by Date UPAGRA Earth & Environmental `rLJl, r 1 FAR WEST STEEL CORPORA TION �r ;N Mill Test Reports • , �+a { •�s; r � I� a1;Cit. k. YJyr�♦ q i (e: �� 56831 �'., :'y4�41 �Y ry.yf ,•�f'�.s tl IFJ ; V., To: SMB IND. INC., DBA, METAL WORKS 2738 FEATHER RIVER BLVD ♦ r t OROVILLE, CA 95965 f, • ''`s tof ;,' u , r l i I 1 i' S'# pr1u rrtl;. }•4'�`.�`)ri^ t '�a�}..,,,,,�{{ {{ 4 11t 1 i1 I {� tjr ri, {t•1 Y ♦ ) '1: �ti If�i `4 i 1 v ±i a{�'w.tlii•..� rC� r ,ii4),. Reference Your Purchase Order Number: 97287;„�„ - � .�,t a '��Y�•it'.t �s(.��,4'�'I..+q'ti , ..', �jjurry� f r. tt;r,• ff Reference Farwest Steel Order Number: 678169 A Ir��{4}” q{ V) 'f. '" a it q ,. �I { �C .+ 0A t qfi' '`,tis 't i;si �'�� ��' '� ` � �•'�' t '• ) J YAy/Nit ,s? Gvy r, ' , t Mar S_ C tificationCle Post Office Box 889 • Eugene, Oregon 97440-0889 • (503) 686-2000 location: 2000 Henderson Ave. • Eugene, Oregon 97403 }{ ' ����t+��t�ii i;�' }'per {�+['k`:�°,���hsJ• µ�`'�!� '� r 1• i. ito' �`' ay"aW�'t�� � �»�r !t SS• tt,.,�i�3�:•�,y :,'.r'3r �4'�:,tt?i•TtSi�.+l,f� , r _'- 1A B/L: 18345 37003 Sold To: FARNEST STEEL CORP. BOX 889 EUGENE OR 97440 SIZE HEAT CUSTOMER GRADE NUMBER PO NUMBER 2 1/2 X 2 X 3/16 351-2318 17695 ASTM A36-94/ASME SA36-89 6 X 4 X 3/8 364-0409 17574 ASTM A36-94/ASHE SA36-89 3/4 X 12 364-0258 17574 ASTM A36-94/ASME SA36-89. 314 X 12 364-0153 17574 ASTM A36-94/ASME SA36-89 3/4 X 12 363-0154 17574 ASTM A36-94/ASME SA36-89 3/4 X 10 363-0298 17592 ASTM A36-94/ASME SA36-89 3 1/21 3 X 1/4 361-0031 17604 ASTH A36-94/ASME SA36-89 3/9 X 12 .363-0194 17604 ASTM A36-94/ASME SA36-89 i/2.X 12 361-012i 17604 - .ASTM A36-94/ASME"SA36-89 1 X.12: 354-2375" 1 604 ASTM-A36-94/ASHE.SA 6-89 MELTED'AND MANUFACTURED IN U.S.A. r � NUCOR STEEL A Division of NUCOR Corporation Date, 2/27/96 9EVETT, TEXAS 75846 PH (903) 626-4461 ' r CERTIFIED MILL TEST REPORT 9601490 Ship TO: FARNEST STEEL SP SIDING *4148 O INCH SCALE EUGENE OR TENSILE YIELD ELONG Bend PSI PSI X C Mn Si S P Y H6 Co CT Hi No Test 73900 53800 25 .200 .630 .210 .035 .016 .000 .000 .360 .120 .130 .024 - 68700 47300 25 .1.50 .740 .190 .035 .013 .000 .000 .450 .120 .110 .031 72800 48300 23 .170 .700 .220 .031 .014 .000 .000 .380 .240 .150 .048 71300 46600 25 .180 .680 .240 .031 .Oil .000 .000 .440 .230 .170 .028 72400 49100 26 .160 .750 .240 .029 -, .010 .000 .000 .430 .170 .140 .034 - 73100 49600 22 .150 .650 .200 .029 1'•.008 .000 .000 .470 .170 .150 .045 77100 53200 27 .210 .620 .170 .022 1.015 .000 .000 .400 .080 .110 .029 70900 51,600 26 .150 .690 .190 .032 .018 .000 .000 .380 .170 -.180 .038 71100 48600 27- .160. .610' .230 .028 .010 .000' .800` .380 .120 .150 ;037 72600 48100--24' `.160 .900- .220 ..036 ).015 .000: .000-'.380- .160 .1.10- .032: AA ALL MATERIAL_STRAND CAST' CHIEF METALLURGIST.- CUSTOMER FARMST STEEL 00RPORATION 22160 SAGE;, ROAD PO' -80X 4188 MEDFIORD, OR 975Q1 DESCRIPTION HEAT NO. / PRODUCT / GRADE YIELD i TENSILE: 36 •FLATS !A36 &SA36 Ln!:n 36 'FLATS STMrA.1�i �r 439X 61 1/2 A36- F TS ASTM -A36 & SA36 *006597 3/4 X 6 A36 FLATS - I • AST�''1g 64: SAS i •�3j$095 1/4 X 1 3/4• h36; FLATS, ' ASTM A36 EC'' SA36 *362696 1/2 X. 3 A36 FLATS . . t 596ASTP'� .1 X 3 A�6 FLATS ASTM A36 & SA36 1 I I 45.3 • :, 52:0. 46.9 48.E I 72:0 67.5 If . 69. 71.0 74. 66.% 70.5 CERTIFIED MILL TEST REPORT i (aill ,sca elra de ste gollin mills, inc. x e 3200 NORTH HIGHWAY 99 W McMINNVILLE, OREGON 97128 (503) 472-4181 FAXI(593) 434-5739 WT:. .. 96.6 P7. •Ij ,. 9 ,4 98.7 �7.?. f 98. 99.6' I I 4k DATE ' BILL OF LADING NO.. PAGE 1 OF 1 i HEAT NO. C $; i"Rd $,: P S 1; SI $• CU $; NI o}. CR b' V % MO %. CB CE $i 365495 .18 74 .01 .02 .18 .37 .09 ,08 .00 .02 .00 .32 Q6429b9966` - _ . 4i4s•. V9� �.1Q49 ��O2 . .b00 y;•.32Q9 ,15 .75 01 02 .19 .35365596 O8b Z Q ,1g: :,b 02 1 03 7 77OQ: .31 0659".02- OW4109 70 02 :, 884 18-, ,.27 :.71 01 b2(09 29 4 72 2X62596 07 7` I 12iia {�. r.1I• • ,+ 'r 1 . r `4 c , + _ � I' 3 , (I'. I I- .. ; �� II- �� i. , .�„it . i:,aLoi. 3v •. �a• -: • .. .•� .r.� x s Z t `_• _`r M1 f r,s t;y r " PO' 57.495_' 57566 ZT FT. -r: •t . . r1" of b••� .- ;,,-% ,=ai...'a:.•r ifx. �.�'-S S. t': ar .•c,. - -r - =a ,f is ..wYE',' - �ya�.':� C N MBER(S)ERTIFIED BY: -FAL 1p (IS RM OUALITYASSUPANCE MANAGER7;; I *_. Ate - A I ES FOR' -THE- MATERIALS I� +I DENNISAUBER-Q:'A M !t, St W : ELEVATION CERTIFICATE O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME Wild .Goose Clu STREET ADDRESS (Including Apt SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 1 4561 C. North. Butt.e.._Rd_.__ --_- OTHER DESCRIPTION (Lot and Block Numbers, etc.) Assessors Parcel Number 21-030-009 CITY ------------ Live Oak POLICY NUMBER COMPANY NAIC NUMBER STATE ZIP CODE CA 95953 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): I. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) te�tt,, 060017 5 5 0 B .� tt•eB.9 2 9 �:$ 9iaa .�.jt,'� A - t; �,';�. 5 ��:.4 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): L7 NGVD '29 "Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE 1 1. 1J.610_).W feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram -number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 5 . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1617 1. 1 1 feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of Llu___1__).LJ feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1__J ._ 1.1 ( feet above I I or below 1 1 (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I.1J feet above[_ or below L 1 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No [] Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: 51 NGVD '29 D Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes 0 No (See Instructions on Page 4) 5. The reference level elevation is based on: Z actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place. in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: L LLJ-515_ .5-J feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C. Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: L1__L__IJJ.1J feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement ,F -<MA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ''M, r. SECTION E' CERTFFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6. 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. l certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. . Ronald L Graves/Robert C Brooks P L S 40RS/u r r 15140 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) Professional Land Surve.y.or../_____- Ron ---Graves-.a-nd.-Associates - - TITLE Civil EnglII f�QPANYNAME P.O. Box 986 Oroville----- - -- ADDRESS CITY STATE ZIP ^ 10-02-97 (916.)534-9587 c+r'MATI ME: /7 . / / L • _�.. _ I 1 DATE -- - PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: Elevations -.were der i-ved-_.from..U....S-.-G-.-S-.---bench ma-rk-HJH1951-5'6- 3- n -c -h'-- brass disk in concrete 30 feet (approximately) West of bu_i_lding__ _._.-_-_.-- Elevation 56 stamped on brass disk. True elevation 56.3. ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A A v ZONES ZONES ZONES ZONES ZONES REFFRENCE LEVET. NlrpnLrp;f BASE FLOOD RF:I'EHFNCF- LF:vFI ELEVATION T_ PASE RFFFFIENCE USC AUJACCNF FLOOD LEVEL GRADE FLOOjD LOO ELEVn NON O:+ FLLVA NRFFFNFNCF n1UACF-NI LEVEL GRADE ::-'^::.::: '•::::.;:::::.;:::'. ::'... 1: ADJACENT:;. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 `ENGINEERED`;WO6D'SYSTEMS. Certificate of Conformance, Certificate 43648 THE -UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were manufactured in accordance with the specifications indicated below. ANSI Standard A190.1-1992, for Structural Glued Laminated Timber O Proof loaded end joints t Job Name WESTERN WOODS " Job Location CHICO, CA Customer's Order No. .60462 Date 04-17-97 Mfgr's Order No 57-7168 SignatureA y J Tineechnical Director CompanWillam to In Address ughn, Oregon Da24-17-97 IT .IS HEREBY CERTIFIED that the strUctural glued laminated timber production of the above- named manufacturerwhich carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with . reasonable frequency of the manufacturing process, with adequate' sampling to verify the quality of glulam construction and the adequacy of glue bond. Thomas G. Williamson Executive Vice President AMERICAN WOOD SYSTEMS -A RELATED CORPORATION.OF APA F ft. G41APHICS. INC. (800) C•21.7635 V2010 ..CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION,CONTRACTORS R VALUE ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 n ��, J `QJ� LOT -11 ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. 11202026 BATTS ❑ P.Q. BOX 1631, RENO, NV 89505 LIC. #10675 .P:O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 Y__' j ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675 \ ���� S�- !DATE INSULATION COMPLETED I FLOORS ( SOUARE FEET) ( SQUARE FEET) ( SQUARE FEET) " TYPE OF INSULATION . TYPE OF INSULATION TYPE OF INSULATION • MATERIAL FIBERGLASS MATERIAL I FIBERGLASS MATERIAL ' FIBERGLASS; FORM BATTS FORM - BATTS 3 BLOW FORM BATTS MANUFACTURER'S PRODUCT I DMANUFACTURER'S PRODUCT 1 0 MANUFACTURER'S PRODUCT 10. :..MANUFACTURER :: ` :=.;::� ; •`:::..•::` :'-::%:�ANUFACTl1RER ' MANUFACTURER .• OCF OCIF _ OCF SAGS R - VALUE' ;•. APPLIED :;.'<= :.: *�:; : ` R =VALUE INSTALLED,' APPLIED, THICKNESS . MIN. INSTALLED WEIGHT PER R - VALUE INSTALLED. :' APPLIED THICKNESS >' INSTALLED _ . ,- THICKNESS ; .• : :'SQUARE FOOT �i:.�•:. .. .. � .. � _ r' aNrr woi �n it 1'1•YMLVC LJ � lncn � nn�. . .-. .. 1 • MATERIAL FORM _ R VALUE MANUFACTURER FIBERGLASS BATTS OCF O.M.8. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM rENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to ,-ovide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE POLICY NUMBER BUILDING OWNER'S NAME Wild oo e Club Cabin #4 STREET ADDRESS (Including ApL, Unit Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 14561C North Butte Rd. OTHER DESCRIPTION (Lot and Bock Numbers. etc.) Acccccnr-c AarrPl NnmhPr 21-030-009 _ CITY STATE arr cwt Live Oak, CA 95953 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2 PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE 6. BASED Z OOD ELEVATION (in Anes. use depth) 060017 550, B 09-29-89 A 60 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): IxJ NGVU '29 IJ Other taescnoe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I 1 1 Q01 •L feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _ 5 . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I 1 1 1618 IA feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of - feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 11 1 .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes [2 No (See Instructions on Page 4) 5. The reference level elevation is based on: 'E! actual construction D. construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: 15 ! �J feet NGVD (or other FIRM datum see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: � ' • i ' I .! _.J feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement SEE REVERSE SIDE FOR CONTINUATION FEMA Form 81.31, MAY 93 REPLACES ALL PREVIOUS EDITICNS SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevatl information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with 8FE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AID and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—if the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not Included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the Information /n Sections B and C on this certiricate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rrne or imprisonment under 18 U. S. Code, Section 1001. Ronald L. Graves/Robert C. Brooks P.L.S. 4085/R.C.E. 15140 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) Professional Land Surveyor/ Ron Graves and Associates TITLE lv-Lnglneer COMPANY NAME P.O. Box 986 Oroville CA 95AA[; DATE STATE 916)534-9587 PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: Elevations were derived from U.S.G.S. bench mark jUH195156 4 inch brass disk in concrete 30 feet(approximately)West of building. Elevation 56 stamped on brass disk. True elevation 56j. RONALD L. GRAVES No. 15140 EXP. 6-JZTXO SLAB tom. s C K-3 REFERENCE F1000 -1 ADJACENT ELEVATIONELEVATN REFERENCE GRADE CE A LEVEL GRADE A ZONES BASE FLOOD ON PILES, PIERS, OR COLUMNS A v ZONES ZONES The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 REFERENCE LEVEL FLOOD ELEVATION THE NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt a floodplain management ordinance containing certain minimum requirements intended to reduce future flood losses. One such requirement is that the community'obtain the elevation of the lowest floor (including basement) of all new and substantially improved structures, and maintain a record of all such information." The Elevation Certificate is one way for a community to comply with this requirement. The Elevation Certificate is also required to properly rate post -FIRM structures, which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), for flood insurance in FIRM Zones Al -A30, AE, AO, AH, A (with Base Flood Elevations (BFE's)), V1430, VE, and V (with BFE's).' In addition, the Elevation Certificate is also needed for pre -FIRM structures being rated under post -FIRM flood insurance rules. Use of this certificate does not in any way alter the flood insurance purchase requirement. The Elevation Certificate is only used to provide information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper flood insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Only a LOMA or LOMR from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal requirement for a lending institution to require the purchase of flood insurance. Note that the lending institution may still require flood insurance. This certificate is only used to certify the elevation of the reference level of a building. If a non-residential building is being floodproofed, then a Floodproofing Certificate must be completed in addition to certifying the building's elevation. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with BFE's), V1 430, VE, and V (with BFE's) is required. Community officials who are' authorized by local law or ordinance to provide flocciplain management information may also complete this form. For Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may also provide the information on this certification. SECTION A Property Information The Elevation Certificate identifies the building, its owner and its location. Provide the building owner's name(s), the building's complete street address, and lot and block number. If the property address is a rural route or PO box number, provide a legal description or an abbreviated location description based on distance from a reference point. SECTION 8 Flood Insurance Rate Map Information In order to properly complete the Elevation Certificate, it is necessary to locate the building on the appropriate FIRM, and record the appropriate information. To obtain a FIRM, contact the community or call 1-800-333-1363. The Elevation Certificate may be completed based on either the FIRM in effect at the time of the certification or the FIRM in effect when construction of the building was started. Items 1 - 6. Using the FIRM Index and the appropriate FIRM panel for the community, record the community number, panel (or page) number, suffix, and Index date. From the appropriate FIRM panel, locate the property and record the zone and the SFE (or flood depth number) at the building site. BFE's are shown on a FIRM for Zones Al -A30, AE, AH, V1 -V30, and VE; flood depth numbers are shown for Zone AO. f Item 7. Record the vertical datum system to which the elevations on the applicable FIRM are referenced. The datum is specified in the upper right corner of the title block of the FIRM. Item 8. In A or V Zonas where BFE's are not prowled on the FIRM, the community may have established BFE's based on data from other sources. For subdivisions and other development greater than 50 lots or 5 acres, establishment of BFE's is required by community floodplain management ordinance. When this is the case, complete this item. Prop: a T it C 0 0 F e it SECTION C Building Elevation Information Item 1. The Elevation- Ceini`a' [e use5"abuilding s reference level as the point for measuring its elevation. Pages 5 and 6 c Certificate package corifain a series of eight diagrams re various building Choose the diagram that best represents this building, record the diagram numberr, and use pes that are to ethe indicatused to ed ence level to elevation as requested in Items 2a -d. Item 2. Depending on the property location's FIRM Zone, complete Item 2a. 2b. 2c, or 2d. Use the reference level shown in the appropriate building diagram as the point of measurement. As shown in the diagram on the back of the Certificate, for all A Zone\thelevation should be measured at the top of the reference level floor. For all V Zones, the elevation should be measured at the bo the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest nearest whole foot ("rounding up" Is prohibited). tenth of a foot, or alternatively, unless prohibited by state or local ordinance, the reference level elevation may be "rounded down" to the Item 2(a). For structures located in FIRM Zones Al -A30, AE, AH, and A (with BFE's), record the elevation (to the nearest tenth of a foot of the top of the floor identified as the reference level in the applicable diagram. Item 2(b). For structures located in FIRM Zones V1 -V30, VE, and V (with BFE's), record the elevation (to the nearest tenth of a foot) of It bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram. Item 2(c). For structures located in FIRM Zone A (without SFE's), record the height (to the nearest tenth of a foot) of the top of the floor indicated as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building Item 2(d). For structures located in FIRM Zone AO, the FIRM will show the base flood depth. For locations in FIRM Zone AO recon th height (to the nearest tenth of a foot) of the top of the floor identified as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. Ford the requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood depth is not available, the community will need to determi a if the lowest floois elevated buildings, the community's floodplain management ordinance ordinance. ated in accordance with their floodplain management Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in meas the elevations is different than that used on the FIRM, then convert the elevations in Items 2a -d to the datum used on the FIRM, and show the conversion equation under the Comments section on Page 2. unnc Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be used for elevation determinations. In areas experiencing ground subsidence, the most recently adjusted reference mark elevations must be used for reference level elevation determinations. y Item 5. Indicate if the reference level used in making the elevation measurement is based on actual construction or construction drawings. Construction drawings should only be used if the building does not yet have the reference level floor in place, in which case the Elevation Certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be needed once construction is complete. Item 6. as Recorelevation of the d the elevation measurement of the lowest grade adjacent to the building (to the nearest tenth of a foot). Adjacent grade is measurement should be o thenearest tenth of pfoo'o, deck t it this Certificates bort. or eing usedto immediately next to the structure. This g sed to support a request for a LOMA,'LOMR. SECTION D Community Information Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the NFIR Otherwise, completion of this section is not required. Item 1. The community's floodplain management ordinance requires elevation of the building's "lowest floor" above the BFE. For the vast majority of building types, the reference level and the lowest floor will be the same. If the community determines that there is a discrepancy, record the elevation of the lowest floor. Item 2. Enter date. These"terms are defined by local ordinance. SECTION E Certification Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A 1-A30. AE, AH, A (with BFE's), (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain V1 -V30, VE, and V V1 information may also sign this certification. In the case of Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may sign this certification. Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level diagram 6. 7 or 8 (Section C. Item 1), e.g., because of difficulty in obtaining construction or building use information needed to determine the Distinguishing Feature(s), the certifier must li;;t the Feature(s) excluded from the certification under Comments on Page 2. The diagram number used for the Reference level must still be entered in Section C. Item 1. Page 4 i 1 i INSTRUCTIONS ,e following 8 diagrams contain descriptions of various types of buildings. Compare the features of your building with those shown in le diagrams and select the diagram most applicable. Indicate the diagram number on the Elevation Certificate (Section C, Item 1) and complete the Certificate. The reference level floor is that leve( of the building used for underwriting purposes. NOTE: In all A Zones, the reference level Is the top of the lowest floor; In V Zones the reference level Is the bottom of the lowest horizontal structural member (see diagram on page 2). Agents should refer to the Flood Insurance Manual for Instruction on lowest floor definition. DIAGRAM NUMBER 1 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSE, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The first floor is not below ground level (grade) on all sides'. This includes 'walkout basements, where at least one side is at or above grade. (Not illustrated) 1 HIGHER FLOORS (IF ANY) r 1 1 , r r , r , DIAGRAM NUMBER 3 ALL SPLIT LEVEL BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature • The lower level is not below ground level (grade) on all sides% This includes 'walkout' basements, where at least one side is at or above grade. HIGHER FLOORS HIGHER FLOORS (IF ANY) (IF ANY) 1 1 I 1 I 1 1 1 i 1 1 1 i 1 - UPPER LEVEL GRADE GRADE INTERMEDIATE LEVEL LOWER LEVEL DIAGRAM NUMBER 2 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The first floor or basement (including an underground garage') is below ground level (grade) on all sides'. HIGHER FLOORS r r (IF ANY) 1 , r , r , r r GRADE FIRST FLOOR BASEMENT (INCLUDING ft UNDERGROUND GARAGF1 REFcRENCE LEVEL (TCP OF BASEMENT FLOOR:j DIAGRAM NUMBER 4 ALL SPL -It LEVEL BUILDINGS, EITHER DETACHED OR ROW TYP1P,(E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT AT77ACHED GARAGE. Distinguishing Feature . The lower level (or intermediate level) is below ground level (grace) on all sides'. HI jHER FLOORS HII ,HER FLOORS (IF ANY) (IF ANY) I I I I 1 I 1 I 1 1 i GRACE Under the National Flood Insurance Program's risk classification and insurance coverage, a floor filar is below ground level (grade) on all sides is considered a basement even though the floor is used for living purposes, or as an office, garage, workshop, etc. Page 5 'Note: In all A Zones, the reference level is the top of the lowest floor; in V Zones the reference level is the bottom of the lowest horizontal structural member (see diagram on page 2). Agents should refer to the. Flood Insurance Manual for instruction -on lowest ... floor definition. DIAGRAM NUMBER 5 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones, the area below the elevated floor Is open, with no obstruction to the flow of flood waters (open wood lattice work or readily removable insect screening is permissible). HIGHER FLOORS IIF ANY) DIAGRAM NUMBER 7 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, SOLID NON -BREAKAWAY WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones. the area below the elevated floor is enclosed, either partially or fully by solid non -breakaway walls, gj contains equipment servicing the building. For V Zones only the area is enclosed, either partially or fully, by solid breakaway walls" having an enclosed area greater than 300 square feet. For A Zones only. with an area enclosed by solid walls having proper openings.— and used cniy for parking, building access, or limited storage, use Diagram Number 3 :o determine the reference level. HIGHER FLCCRS (IF ANY) DIAGRAM NUMBER 6 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For V Zones only, the area below the elevated floor is enclosed. either partially or fully, by solid breakaway walls." When enclosed area is greater than 300 square feet or contains equipment servicing the building, use Diagram Number 7; this will result in a higher insurance rate. The enclosed area can be used for parking, building access or limited storage. HIGHER FLOORS (IF ANY) DIAGRAM NUMBER 8 ALL BUILDINGS CONSTRUCTED ABOVE AN UNFINISHED SPACE, INCLUDING CRAWL SPACE. i. Distinguishing Feature - For A Zones only, the area below the first floor is enclosed by solid or partial perimeter walls, is unfinished, and contains no equipment servicing the structure. The area can be used for parking, building access. or limited storage. HIGHER FLOORS (IF ANY) Under the National Flood Insurance Program's risk classification and insurance coverage, a floor that is below ground level (grade) on all sides is considered a basement even though the floor is used for living purposes, or as an office. garage, workshop, etc. Solid breakaway walls are walls that are not an integral part of the structural support of a building and are intended through their design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation. An area so enclosed is not secure against forceable entry. ? If the area below the lowest floor is fully enclosed, then a minimum of two openings are required with a total net area of at least one square inch for every square loot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior wills. If neither of these criteria are met, then the reference level is the lowest grade adjacent to the structure. Page 6 593-11711 (5/93) Q21-030-009 PERMIT#97-1442 WILD GOOSE CLUB/BERRY Cabin,#4, Live Oak Cont: -.,RD Prater Const. Add'l Sq Ftg BP#96-2200 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION • 7 County Center Drive - Oroville, California,95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT" l ASSESSOR PARCEL NUMBER 21-030-009ZONING BUILDING PERMIT OWNER`)�� R C1w) bI TELEPHONE SO. FT. OCC. BUILDING VALUATION 192' 10 368.00 OWNER'S MAILING ADDRESS A' CONTRACTOR'S NAME RD PRATER CONSTRUCTION EPHONE 7534-9230 CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. —Fling Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS CABIN1#4 LIVE OAK Energy Plan Checking Fee $ $ PERMIT FEE s 146 00 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 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: ADDITION TO B.P. #90--2200 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 60OR LE9 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is,in f.911 force and effect..//�( /�� // / License Class Lic. N o. 777 iY7� //// OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR AD DNS. ( a ACC. BLD S. SO 3.51tFT; 6. NON.RESID. MULTI-OUTLET.TS @7.50 OWER APPARATUS b PSINGLE OUTLET CIR. ExOccup.OUTLET OR FIXTURES . gq0 @ Iao Ex. Occup. OUTELETS REFS D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S (� n 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. 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' cpmpgnsati n. insura ce carrier and policy number are: Carrier E1 f� w/�/ Policy Number ,72 y- !J ,/ (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 lawi of Oalifornia, and agree that if I should become subject to the workers' coppgnsati pr ns of section 3700 of the Labor Code, I shall forthwith oom y wi tho provisions. X _ Date ��l / — �� --- — 1 �% -- Signature 6f -Ai plicant-"-❑ Owner ❑ Contractor ❑ Agent ' T— An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. / + MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 172.70 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the Butte County Code and/or in indicated above for hich fees have ` 1 B /.,,..-. - PERMIT EXPIRES ON/ . • the applicable provisions Resolutions to do work been paid. Date Dale ` ReceiptNo. 114 55 e,. 11 J �� �IiW .J�., _7n �� WHITE-D.D.S.-B.D. CANJAY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIV ION 7 County Center Drive - Oroville, Cdlifornia-• 95965 - Telephone (916) 538- 41 PERMT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 21-030-009 ZONING BUILDING PERMIT OWNER WILD GOOSE CLUB TELEPHONE SO. FT. OCC. BUILDING VALUATION 192 10 368.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME RD PRATER CONSTRUCTION TELEPHONE ' 534-9230 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS CABIN#4 LIVE OAK Energy Plan Checking Fee $ $ PERMIT FEE $ 146/00 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 1 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: ADDITION TO R _ P _ #A6_99nn Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is,jp-f II force and effect./POWEPPARATUS License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. BUDS. SO 3.5Q�. NEW CONST. MULTI -OUTLET NON-RESID. C UTS97.50 d SINGLER AOUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAL Ex. Occup. ouTEi:. RESo.oea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 96-70 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. workers' nsatio ce carrier and policy number are: My Carrier Carrier— ��-E--� Policy Num er (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 manner so as to become subject to workers' compens ion and agree that if I should become subject to the not emplo Tsatipr worker co ns of section 3700 of the Labor ode, I shall forth sions. X Date �� Signatu o A aContractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 172.70 HA2. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for hich fees have B PERMIT EXPIRES ON11474 b4ggdggi9� the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 2241556Z2 WHITE-D.D.S.-B.D. CAN Y -ASSESSOR PINK-INSPECTO GOLDENVD-APPLICANT 'r If• COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILD , DIVISION ray- 7r 3 7 COUNTY CENTER DRIVE - OROVILLE,�,1hrMMA 95.965 - TELEPHONE (916) 5 ;7541 a PE"IT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL ER: e� -�� �© Proposed Building Use: Bui--lding Inspector: Date: 9 At time of permit applicatio I was advised the following data must be submitted prior to permit processing and/or issuance: ;;11 Date Received By ❑ 1. All items have been submitted ---4t -------- --------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. N. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 11 ❑6. Energy Design Compliance and supporting documentation. -------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------- 4--------' ❑ 8. Hazardous Material Form.-----------------------------------------------------------------------=--------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ o[ Fees of $ r(o i 7 (------------------------------------------------------------------------------------- �mpact foes as shown on -the attached schedule. 5 -------------------------- ❑ 12. California D6artment of Forestry plan approval/fees.--------- ,.--------------------- ------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- R ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan land business license approval from the City of Biggs. --------- l------------------------------------ ❑ 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). ---• 020. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------- 1126. Letter of intent on building use. ------------ ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. (Date) ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ --------------- -- -- 1130. --------=-- ❑30. Other: ------- Wyou issue the p t, process as follows ❑ Mail to owner, ❑ ail o contracto hh3� r 7Telephone 3 dv v and hold for pickup at e ' er w th inspector. yY - Applicant: Date: L ' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P lu ro D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othei: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 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 t'r Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: ' d .} Date: Plans approved by: Date:, Sets of plans on hold ih ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: �Yellow Copy - Department of Development Services, Building Division. A:t a'. (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER -..- © t ZONING BUILDING PERMIT OWNER 6 40 96 1-06 ke TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRE S CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation' $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ / ARCHITECT on ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIOINGADDRESS i Energy Plan Checking Fee $ S PERMIT FEE $ LAT NO. SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Q� Describe Work: 01_[ .tom Y-,� _ Gas piping system 1 - 5 outlets 1 15.001 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Feel 20.00 6DOY OR LESS Main Service zo. OR LESS 23.00I LICENSED CONTRACTOR'S DECLARATION 1 herebyaffirm under penalty of perjury that I am licensed under provisions of Chapter P tY P 1 Y n 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200ATo IODDA 46.00 ` NEW CONST. DWELLING OCCUP. SO OR AODNS. ( a ACC. BLOB. 3.5CFT: NEW CONS S.T. MULTI.OUTLET @7.50 NON-RESID. H a SIINc E o� c a. Ex. Occup. ounET OR FDRURES at 1 FIXED APPUNIS. OR Ex. Occup. ouTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 670 MECHANICAL PERMIT Fling Fee 2 .00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee 1 $ Energy Inspection Fee $ u occ CONST. TYPE TOTAL FEE $ HA:. I D. FEES I IMP I FLOOD I CDF PARCEL PD I ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON /Clare! ReceiptNo. 44( `— WHITE •O.D.S.-B.D. CANARY. -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT MICHAEL MOONEY } 5 A MADRoNE A vE. G7,7L ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County June 25, 1997 Department of Development Services Building Division 7 County Center Drive oroville, CA 95966 Re: Wild Goose #4 96-1758 The contractor has indicated that he has demolished that portion of this structure, which I had indicated as "existing to -remain", and is rebuilding same. In the process he moved the lateral force resisting system 8 feet to align with the new end of the building. This resisting system was originally designed for a building of the same length, consequently it will work for this revised building. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-97 DEPAMVIOT 4PPROYEL o� off/ owe Ch1 r N r1 oz� C- 11 67 Ll F C5 ►�z ` S� "br v,� C E;Ij f Ui S C VI 70 Ui S C 70 u 1 J I Ui S C Ui .(J i) BGW R l t t(- W h -LL_ nIyC. 20O�z LAJ)dl c FLavZ C4 LO e2A'� Ooh L� 22q224- - !o4- 5io / -d- 3S 4 L /A Q- o C l,I uu-M 2-4 � V�-- C� r•� tl t�auS� L= Z� F (6,S _ A �s fico) +32o ck e� a*C., GA-6Ce iEN O s 1 y 79 LL -r -R-4 (o x lc) o F WcD L /9,T2- oIe, et -7 4 f -S. c,A- SOH qa = 5281�5�% cx -------`---------------------------------- ----------------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page ---------------------------------------------------------------------- -- DESCRIPTION >> 5.125x12 Glulam >> Exterior --------------------------- I --- Span 1-- --Span 2-+ -Span 3-+ -Span 4-+- Span 5-- --Span 6- + -Span 7-+ -Span 8-1 Al' SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ftl 8 8 8 END FIXITY.... Left 1 1 1 1 1 1 1 1 Fix/Pin/Free = 2/1/0 Rtl 1 1 1 1 1 1 1 1 BEAM WIDTH inj 5.125 5.125 5.125 BEAM DEPTH in) 12.00 12.00 12.00 ---- CALCULATED VALUES ----I---------------------------------------------------------------------------------------- F'b - Modified Allow. psil 21'400 2,400 2,400 fib - Actual psil 440 440 440 F'v - Modified Allow. psis 165.00 165.00 165.00 fv (actual) * 1.5 psis 65.02 51.28 65.02 Moment @ Left in-kl -54.1 -54.1 " Right in-kl -54.1 -54.1 Max. Mom. a Mid -Span in-ki 43.3 13.5 43.3 X -Dist ftp 3.20 4.00 4.80 Shears: Left kj 2.25 2.82• 3.38 Right kj -3.38 -2.82 -2.25 Reactions: Left: Dead ki 1.02 2.82 2.82 Live kj 1.23 3.38 3.38 Total ki 2.25 6.20 6.20 Right:Dead ki 2.82 2.82 1.02 . Live kj 3.38 3.38 1.23 Total ki 6.20 6.20 2.25 Max. Deft. a Mid Span ink -0.026 -0.002 -0.026 X -Dist ftl 3.57 4.00 4.43 ------- DESIGN DATA ------- I ----------- ----------------:----- ----- - --------------------------------- --� Le: Unsupported Length ftp 2 2 2 4-. Fb - BASIC ALLOW. psil 2,400 2,400 2,400 Fv - BASIC ALLOW. psil 165.00 165.00 165.00 85.00 85.00 85.00 85.00 85.00 E ksil 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR I 1 1 1 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- I ----------- ---------- ---------- ---------- ---------- ---------- ---------- --------- USE LL THIS SPAN? Y/Nj 1 1 1 1 1 1 1 1 UNIFORM...... DL plfl 320 •320 320 LL plfj 384 384 384 PARTIAL...... DL ptfj LL plf j X -Left ftp X -Right ftp TRAP.... DL a Left N/ftl DL a Right H/ftl LL a Left H/ftp LL a Right k/ftl X -Left ftl X -Right ftl POINT........ DL #1 LL N1 X -Dist. ftl DL it 1 jam. LL u1' l X -Dist. ftl DL #1 ------------------------------------------------------------------------- MULTI -SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------------------------------------- -------------- ---------- X-Dist. ftl DL a1 LL a1 X -Dist. ftl MOMENT....... DL ft -#1 LL ft -#1 X -Dist. ftl ------ QUERY VALUES ------- I ----------- I -------------------- I ---------- I ---------- I -------- --I-------------------� ------------------------------------------------------------------------ MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page , ------------------------------------------------------------------------ DESCRIPTION >> 3.125x12 glulam >> interior ------.--------------------- I --- Span 1--1--Span 2-'-1--Span 3--1--Span 4--1--Span 5-1 --span 6--1--Span 7--1--Span 8-1 ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ftl 8 8 8 END FIXITY.... Left 1 1 1 1 1 1 1 1 Fix/Pin/Free - 2/1/0 Rtl 1 1 1 1 1 1 1 1 BEAM WIDTH inj 3.125 3.125 3.125 BEAM DEPTH int 12.00 12.00 12.00 ---- CALCULATED VALUES ----I---------------------------------------------------------------------------------------- F'b - Modified Allow. psil 21-400 2,400 2,400 fb - Actual psis 393 393 393 F'v - Modified ALLow. psil 165.00 165.00 165.00 fv (actual) * 1.5 psil 58.16 45.88 58.16 Moment a Left in -k1 -29.5 -29.5 05 " Right in -k1 -29.5 -29.5 Max. Mom. a Mid -Span in -k1 23.6 7.4 23.6 X -Dist ftl 3.20 4.00 4.80 Shears: Left kj 1.23 1.54 1.84 Right kj -1.84 -1.54 -1.23 Reactions: Left: Dead k1 0.20 0.56 0.56 Live k1 1.02 2.82 2.82 Total k1 1.23 3.38 3.38 Right:Dead kj 0.56 0.56 0.20 . Live kj 2.82 2.82 1.02 Total kj 3.38 .3.38 1.23 Max. Def L. a Mid Span int =0.023 -0.002 -0.023 X -Dist ftl 3.57 4.00 4.43 ------- DESIGN DATA -------1----------- -------------------- ---------- ---------- ----------1----------1---------1 Le: Unsupported Length ftl 2 2 2 Fb - BASIC ALLOW. psil 2,400 2,400 2,400 Fv - BASIC ALLOW. psis 165.00 165.00 165.00 85.00 85.00 85.00 85.00 85.00 E ksil 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR 1 1 1 1 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ---- ------ ---------- ---------- USE LL THIS SPAN? Y/N1 1 1 1 1 1 1 1 1 UNIFORM...... DL plfl 64 64 "64 LL plfl 320 320 320 PARTIAL...... DL plfl LL plf 1 X -Left ftl X -Right ftl TRAP.... DL @ Left 11/ftl DL @ Right it/ftl LL @ Left it/ftl LL a Right #/ft1 •X -Left ftl X -Right ftl POINT........ DL 111 LL #1 X -Dist. ftl DL 111 LL #1 X -Dist. ftp -'< `"yPy DL #1 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L MULTI -SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------ ------- ----- ------- --------------------------- 2- X -Dist. ftp DL #1 LL #1 X -Dist. ftl MOMENT....... DL ft -#1 LL ft -#1 X -Dist. ftl ------ QUERY VALUES ------- I ----------- ---------- ---------- I ---------- I ---------- I -----------------------------� -------=--------------T-I-M-B-E-R-----B-E-A-M----D-E-S-I-G-N-----Page- ----------------- Description >> (D��V C Af-2 � 5 -- DESIGN DATA -------1---------2---------3---------4---------5----- 6-----7---- TIMBER SECTION --- --- --- --- --- --- --- ....Depth ini 9.25 ....Width inj 5.5 Le: Unsupp ftp 8 Fb - Allow psil 1,350 Fv - Allow psil 85 E ksil 1600 LOAD DUR. FACTOR 1 Stress Ratio ->>I 0.244 -- CENTER SPAN --I-----OK---------OK---------OK---------OK---------OK--------OK---------OK---- SPAN LENGTH ftl 8.00 UNIFORM DL plfI 141 LL pLfj 75 PARTIAL DL plfl LL plf l X -Left ftl X -Right ftl POINT... DL #1 LL #1 X -Dist. ftp DL #I LL #1 X -Dist. ftp DL #1 LL #1 X -Dist. ftl DL #1 LL #1 X -Dist. ftp -- CANT. SPAN --- I -----1-----I----2---------3---------4---------5---------6---------7---- SPAN LENGTH ftp PARTIAL DL plfj LL plf X -Left ftp X -Right ftl POINT... DL #1 LL #1 X -Dist. ftl DL #1 LL #1 X -Dist. ftp ---- RESULTS ---- I --------------------- ------------=------- ----------------------------- Mmax a Cntr in-ki 20:74 X -Dist. ftl 4.00 Moment a Rt in-ki REACTIONS... Left: Dead #1 564 Live #1 300 cc Right: Dead R 564 - `�ti►%� Live #1 300 a ---- STRESSES--------1---------2---------3---------4---------5-----�----6-----�---- Fb... Allow psis 1,350 . ------------------------------------------------------------------------ T I M B E R B E A M D E S I G N ------------------------------------------------------------------------ 2 Actual psis 264 Fv... Allow psil 85 Actual psil 21 -- DEFLECTIONS -- ----------- ---------------------------------------- ---------- --------- CENTER... Dead Load inj -0.022 X-Dist. ftl 4.0 DL Ratio 4,288 Live Load ink -0.012 X-Dist. ftl 4.0 LL Ratio 8,062 Total Deft. ini -0.034 X-Dist. ftp 4.0 Total Ratio 2,799 CANTILEVER... Dead Load inj DL Ratio Live Load ini LL Ratio Total Deft. ink Total Ratio ccaaaacaacaaaaacacaaaaaaccacaaaaaaoaaaaaacccaaaaaaaanoaocnaoanacanaaaaoaaa0000aaoaaoaaaaaaacaa .T-FeAX T CD) Com) jz Rt� LA L A (S. ./lo � 2�I v► �' L&v&V-ik_ b4 t -.v, ,s l 5 (CllA,5SUW41& W t c'11D) o, '72c ZSR-, 1�-- CAI, Lbw. Nog-" E kiie,� . 1% Q03 = (2444),f_ 1IIO+ 1-�,.S-H<<l)/2) DC U Curs Q.P (2,4) ('J° .40--10 Y, [ 1170 -f- y 6 A5a k f It -A" l/I)t 44* C�T sdC.O1xCI) I I � , c 1���1Z1 = I !!:�Ox F'lh x 0001 = b 9 -=- ►,4-e,7 'F -/-f7 4 ao 1-27, � �L :] 7A -�- 7 Z - / Z`;U7 17 L Z / PT 51 S7 ZZl , �4 Uz- 7-1 -als/ I r4N Z�o 9A67 3-MPZY �s / \ r -yr ) L.'?- LOZZI � Zp�-, �pv-Z, ` Z L$-� Y L. L �1n � -`�N Q -d) --N "lly , 1*� _u Vp-LI I+ (0`�.�3Y � 12►3 1-+ ��� 7�(n 12c3 L�v►��P12c�5Slc1V�Q � ��4D1 S•�x�•S = �%• ��- 77 2,j2.� bIL. ay - C I`rinm SLCcI Cenu rLl�zv`Zc) KS FLA _ I 14� , � = 2.12 u -&L ivy IM ww-vu , eu-lujoofo (&-s-i7 keA `DC S (k�-12 A-lt&K) = f 5`�es t �` K-3 = 2G-7 eS 5 o. -,s3s" I PDS APA , Aue Gu -n -a1 tyw 5ff .. :-5 0. Sas .207 1 h' 66N• (K) K.(MILS to 1 Ids / 6 k c_..• V = 4-v- a o _ to I:-, 11 N rhes uz-Q PRO CTS ffLL 1 0-6�TwwEiv. c_ gcs—rm&. = _l. 2- 12n lig. K 13/'2 5 - K. C.D K Cm v Cr DSC v te. a C 4/3 CM z a���� cq- = � Cj &IAYIA- 7 r 1.23c) 063t -T" X Z = > l •22K d- i , s no cam► cG. L o•(, Ausp ---z( i -EM -IMD I AtStCiJ &Ae--rE OASIE�- Ae�E IA, << X :�` r 72.1En 11 t .06 / s t n -73 S E (2- t t!r�, Srf�c�1�(Z v z 1.74 K 2 6 , o g(o�/s1oc za L�L.I 1.1e) . "F=' :ns:s` E -((Zz. A-w.dr) e. gu-S 5123C'O 1'Z O �nn.13e) WL. 2"d1- A LLo.o a��r- � 7iE*1 SCgt k = '3. 1 k- 6C) Qom', (sLvAps6vj) cc Alum u.6Ir- (�L 5k-k�-T-\fL = 2:7s CT C Fbb-T)MGs e- 6 �C5wql LAn l,55"O.t I.S3V-c' I. k3' DL -FO-Lov-- 130-L + l,oZV- � V r. cl� �w N (B Cc) G 1622 OL 1,23�- L1 v. tl OL 0. 3dLL coy Ai - I A-) P i -5S%L + i ���' -f- �s Te , Q -n tiCo 3o � 30 W 1 TH C51 Ho q5 7-Z:� NC=� 0, ( 6 ';-v C,) (bm&t ffl FtscnKy.- e G,�e � I �s ►ati► 02 l , 33u OL + 1,(2�-L I Ca C_ s U42 �3) �.� 5 LA1a� L (41 MG S5 7 S U\ag2 E", �+� �6'cfv' �� Cs /CJ,S) 0- (bp eaL LJJ,Au CSS C MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 •5A MADRONE AVE OROVILLE, CA 95966 Date: 08/27/96 Page: SQUARE FOOTING DESIGN LOADING DATA — 1 — Dead Load k: 1.58 Live Load k: 1.53 Short Term Load k: 1.74 Seismic Zone 0 Overburden Weight psf: 0.0 Combining Live & Short Term Loads ? No FOOTING DATA Size (Length & Width) ft: 2.50 Thickness in: 18.00 # of Bars 4 Rebar Size Number #: 4 Column Dimension in: 5.5 f'c psi: 2500 Fy ,psi: 40000 Cover over rebar in: 3.0 Concrete weight pcf: 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 1000 Short Term Duration Factor. 1.33 Ftg. Depth Below Soil ft: 1.00 CALCULATED FORCES Maximum Static Soil Pressure psf: 715.1 Allow Static Soil Pressure psf: 1000.0 Max. Short Term Soil Pressure psf: 748.7 Allow Short Term Soil Pressure psf: 1330.0 1 -Way: Allowable Shear psi: 100.0 Vu/Phi psi: -1.2 2 -Way: Allowable Shear psi: 200.0 Vu/Phi psi: 3.6 Mn k -ft: 15.5 Mu/Phi k -ft: 0.6 REINFORCING Actual Bar Depth in: 14.75 Min. Allow % Reinforcing . 0.0014 200/Fy . 0.0050 Req'd Per Analysis 0.0001 USE....... %: 0.0017 Rebar Area Req'd int/ft: 0.30 Total Area Req'd int: 0.76 REBAR CHOICES Quantity of: q4 Bars 5 45 Bars 3 X16 Bars 3 V Bars 2 q8 Bars 2 H9 Bars 2 N10 Bars 2 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 .5A MADRONE AVE OROVILLE, CA 95966 COMBINED FOOTING DESIGN DESIGN DATA Allowable Soil Pressure= 1000.0 psf Short Term Factor 1.33 Seismic Zone = 0 Live Does Not Combine With Short Term f'c : Concrete = 2500 psi Fy: Reinforcing 40000 psi Concrete Weight = 145 pcf Overburden Dead Wt. = 0.0 psf Min. As % 0.0014 Column Size... #1= 5.5in #2= 5.5in ...Base Height #1= O.Oin #2= O.Oin Rebar CL to Soil Dist. = 3.50 in APPLIED LOADS At Col #1: Axial Shear Moment Dead = 0.00 k 0.0 k 0.0 k -ft Live = 0.00 k 0.0 k 0.0 k -ft Shrt Trm= 1.74 k 1.2 k 0.0 k -ft At Col #2: Axial Shear Moment Dead = 1.3 k 0.0 k 0.0 k -ft Live 1.6 k 0.0 k 0.0 k -ft Shrt Trm= 0.00 k 0.0 k 0.0 k -ft DIMENSIONS Ftg Dist left of Col #1= 1.50 ft Distance Between Columns 1.00 ft Ftg Dist right of Col #ems 1.50 ft Total Footing Length = 4.00 ft Footing Width = 2.50 ft Footing Thickness = 18.00 in Left S.P.: Static D+L = Short D+L+3, Right S.P.: Static D+L = Short D+L+S- Date: 08/27/96 SUMMARY - Service Allow 291.2 psf 1000.0 psf 280.7 psf 1330.0 psf 733.7 psf 1000.0 psf 768.2 psf 1330.0 psf Page: ACI Factored 0.16 9-1 = 435.4 psf 9-2 = 315.7 psf 9-3 = 289.9 psf 9-1 = 1096.8 psf 9-2 = 864.0 psf 9-3 = 793.4 psf Resultant Ecc.: Static = 0.29 ft Stability Short Term = 0.31 ft Ratio = 5.84 :1 ......Col #1 ...... ... Between ... ......Col #2....... Ru/Phi As Ru/Phi As Ru/Phi As Using Mu from ACI 9-'k 0.9 psi 0.30 in -2/f-1.3 psi 0.30 in-2/fi.1 psi 0.30 in-2/ft ACI 9-2: 0.6 psi 0.30 in"2/ili:.3 psi 0.30 in -2/f&.5 psi 0.30 in-2/ft ACI 9-3= 0.6 psi 0.30 in'2/ft.1 psi 0.30 in-2/i2t.3 psi 0.30 in-2/ft As(in"2/ft/ft of width), negative --> As a top of footing MOMENT & SHEAR FORCE SUMMARY ACI 9-1 ACI 9-2 ACI 9-3 Mu a column # 1 0.16 k -ft 0.12 k -ft 0.12 k -ft Mu btwn columns = 0.62 k -ft 0.05 k -ft 0.20 k -ft Mu a column # 2 = 0.58 k -ft 0.47 k -ft 0.44 k -ft One -Way Shears.... Allow.: Vn=2(f'c-.5) = 100.00 psi 100.00 psi 100.00 psi Actual . Vu / .85... Left of Column #1 = 0.06 psi 0.04 psi 0.04 psi Between Columns = 0.00 psi 0.00 psi 0.00 psi Right of Column #2 = 0.33 psi 0.27 psi 0.25 psi Two -Way Shears.... Allow.: Vn=4(f'c-.5) = 200.00 psi 200.00 psi 200.00 psi Actual @ Column #1 - 1.07 psi 1.42 psi 1.50 psi Actual a Column #2 = 3.19 psi 0.24 psi 0.09 psi. 710 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 .5A MADRONE AVE OROVILLE, CA 95966 Date: 08/27/96 Page: -' COMBINED FOOTING DESIGN DESIGN DATA Allowable Soil Pressure= 1000.0 psf Short Term Factor = 1.33 Seismic Zone = 0 Live Does Not Combine With Short Term f'c : Concrete = 2500 psi Fy: Reinforcing = 40000 psi Concrete Weight 145 pcf Overburden Dead Wt. = 0.0 psf Min. As X = 0.0014 Column Size... #1= 5.5in #2= 5.5in ...Base Height #1= O.Oin #2= O.Oin Rebar CL to Soil Dist. = 3.50 in APPLIED LOADS At Col #1: AxiaL Shear Moment Dead = 0.00 k 0.0 k 0.0 k -ft Live - 0.00 k 0.0 k 0.0 k -ft Shrt Trm= -1.74 k -1.2 k 0.0 k -ft At Col #2: Axial Shear Moment Dead = 1.3 k 0.0 k 0.0 k -ft Live = 1.6 k 0.0 k 0.0 k -ft Shrt Trm= 0.00 k 0.0 k 0.0 k -ft DIMENSIONS Ftg Dist Left of Col #1= 1.50 ft Distance Between Columns= 1.00 ft Ftg Dist right of Col #ems 1.50 ft Total Footing Length 4.00 ft Footing Width 2.50 ft Footing Thickness = 18.00 in Left S.P.: Static D+L - Short D+L+S- Right S.P.: Static D+L = Short D+L+S- SUMMARY - Service Allow 291.2 psf 1000.0 psf 220.7 psf 1330.0 psf 733.7 psf 1000.0 psf 132.2 psf 1330.0 psf ACI Factored --> As a top 9-1 = 435.4 psf 9-2 = 182.8 psf .9-3 = 111.6 psf 9-1 = 1096.8 psf 9-2 = 109.5 psf 9-3 = 66.9 psf Resultant Ecc.: Static = 0.29 ft Stability Short Term = -0.17 ft Ratio = 1.73 :1 ......Col #1 ...... ... Between ... ......Col #2....... Ru/Phi As Ru/Phi As Ru/Phi As Using Mu from ACI 9-1= 0.9 psi 0.30 in-2/fi.3 psi 0.30 in-2/fl.1 psi 0.30 in-2/ft ACI 9-2: 0.2 psi -0.30 in�'2/10r.6 psi 0.30 in-2/iM.5 psi -0.30 in"2/ft ACI 9-3- 0 4 psi -0 30 in"2/MO psi 0.30 in -2/10:.5 psi -0.30 in-2/ft As(in-2/ft/ft of width), negative --> As a top of footing MOMENT & SHEAR FORCE SUMMARY ACI 9-1 ACI 9-2 ACI 9-3 Mu @ column # 1 = 0.16 k -ft -0.04 k -ft -0.07 k -ft Mu btwn columns = 0.62 k -ft 0.12 k -ft 0.18 k -ft Mu a column # 2 = 0.58 k -ft -0.09 k -ft -0.10 k -ft One -Way Shears.... Allow.: Vn=2(f'c".5) - 100.00 psi 100.00 psi 100.00 psi Actual . Vu / .85... Left of Column #1 - 0.06 psi 0.02 psi 0.04 psi Between Columns = 0.00 psi 0.00 psi 0.-00 psi Right of Column #2 = 0.33 psi 0.05 psi 0.05 psi Two -Way Shears.... Allow.: Vn=4(f'c".5) = 200.00 psi 200.00 psi 200.00 psi Actual @ Column #1 = 1.07 psi 2.04 psi 2.01 psi Actual a Column #2 = 3.19 psi 1.67 psi 1.53 psi "901 &w-rz r��f� V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Pft r.: 4.- - iV 2 wt c c G3�- Fav .zz�L 6AJ ► �,a � I,02Dl.�t I�2'�I��L C� b.5b DL k d .3v I.C.. C-21 a Ce� cz-' C (oAt 61 iv 20 rn V ( , c a " P, ,� , 2 -, -) Tb ok-� Q Lu K3 u,,o-Q- CL -n Nu �S _%V,I 2A o� U "I' aL YK J, MICHAEL MOONEY CIVtIL ENGINEER RCE 20647 EXPIRES 9-30-97 .5A MADRONE AVE OROVILLE, CA 95966 COMBINED FOOTING DESIGN DESIGN DATA ALLowable SoiL Pressure= 1000.0 psf Short Term Factor = 1.33 Left S.P. Seismic Zone = 0 W (M O Live Does Not Combine With Short Term Date: 08/28/96 SUMMARY - Service Allow Static D+L = 415.9 psf 1000.0.psf Short D+L+S, 354.8 psf 1330.0 psf f'c : Concrete = 2500 psi Right S.P.: Static D+L = 1011.1 psf 1000.0 psf Fy: Reinforcing = 40000 psi Short D+L+S, 809.8 psf 1330.0 psf Concrete Weight = 145 pcf Page: ACI Factored psf 9-1 = 629.5 psf 9-2 = 391.6 psf .9-3 - 353.2 psf 9-1 = 1530.5 psf 9-2 = 893.9 psf 9-3 = 806.3 psf Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = 0.35 ft Stability Min. As % = 0.0014 Short Term 0.33 ft Ratio = 9.65 :1 Column Size... b1= 5.5in i12= 5.5in ......Col #1 ...... ... Between ... ......Col #2....... .Base Height N1= O.Oin #2- O.Oin Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Using Mu from ACI 9-1= 3.6 psi 0.30 in^2/i%.6 psi 0.30 in-2/i5t.3 psi 0.30 in-2/ft APPLIED LOADS ACI 9-2- 1.8 psi 0.30 in -2/f3.0 psi 0.30 in"2/fg.0 psi 0.30 in^2/ft At Col q1: AxiaL Shear Moment ACI 9-3- 1.7 psi 0.30 in"2/f!t.4 psi 0.30 in -2/f4.6 psi 0.30 in-2/ft Dead = 0.00 k 0.0 k 0.0 k -ft As(in'2/ft/ft of width), negative --> As a top of footing Live = 0.00 k 0.0 k 0.0 k -ft MOMENT & SHEAR FORCE SUMMARY Shrt Trm= 1.74 k 1.2 k 0.0 k -ft ACI 9-1 ACI 9-2 ACI 9-3 At Col H2: AxiaL Shear Moment Dead 2.8 k 0.0 k 0.0 k -ft Mu a column # 1 = 0.68 k -ft 0.35 k -ft 0.33 k -ft Live = 3.4 k 0.0 k 0.0 k=ft Mu btwn columns = 1.82 k -ft 0.39 k -ft 0.64 k -ft Shrt Trm= 0.00 k 0.0 k 0.0 k -ft Mu a column #'2 1.76 k -ft 0.95 k -ft 0.87 k -ft DIMENSIONS One -Way Shears.... Ftg Dist Left of Col i/1= 2.00 ft Allow.: Vn=2(f'c-.5) - 100.00 psi 100.00 psi 100.00 psi Distance Between Columns= 1.00 ft Actual : Vu / .85... Ftg Dist right of Col 0 2.00 ft Left of Column k1 = 1.43 psi 0.73 psi 0.70 psi Total Footing Length 5.00 ft Between Columns 0.00 psi 0.00 psi 0.00 psi Footing Width = 2.50 ft Right of Column X12 - 4.47 psi 2.42 psi 2.23 psi Footing Thickness = 18.00 in Two -Way Shears.... Allow.: Vn=4(f'c-.5) - 200.00 psi 200.00 psi 200.00 psi Actual a Column #1 = 1.93 psi 1.22 psi 1.34 psi Actual a Column X12 = 7.31 psi 1.65 psi 1.32 psi V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE'20647 EXPIRES 9-30-97 •5A MADRONE AVE OROVILLE, CA 95966 COMBINED FOOTING DESIGN DESIGN DATA Allowable Soil Pressure- 1000.0 psf Short Term Factor = 1.33 Seismic Zone = 0 Live Does Not Combine With Short Term f'c : Concrete = 2500 psi. Fy: Reinforcing = 40000 psi Concrete Weight = 145 pcf Overburden Dead Wt. 0.0 psf Min. As % = 0.0014 Column Size... #1= 5.5in #2= 5.5in ...Base Height #1= O.Oin #2= O.Oin Rebar CL to Soil Dist. = 3.50 in APPLIED LOADS At Col #1: Axial Shear Moment Dead = 0.00 k 0.0 k 0.0 k -ft Live = 0.00 k 0.0 k 0.0 k -ft Shrt Trm= -1.74 k -1.7 k 0.0 k -ft At Col #2: Axial Shear Moment Dead = 2.8 k 0.0 k 0.0 k -ft Live = 3.4 k 0.0 k 0.0 k -ft Shrt Trm= 0.00 k 0.0 k 0.0 k -ft DIMENSIONS Ftg Dist left of CoL #1= 2.00 ft Distance Between Columns 1.00 ft Ftg Dist right of Col #ems 2.00 ft Total Footing Length = 5.00 ft Footing Width = 2.50 ft Footing Thickness 18.00 in Date: 08/28/96 SUMMARY - Service Allow Left S.P.: Static D+L = 415.9 psf 1000.0 psf Short D+L+S= 335.6 psf 1330.0 psf Right S.P.: Static D+L = 1011.1 psf 1000.0 psf Short D+L+g- 272.2 psf 1330.0 psf Page: -2- ACI ACI Factored 0.13 9-1 = 629.5 psf 9-2 = 317.8 psf 9-3 - 240.5 psf 9-1 = 1530.5 psf 9-2 - 257.8 psf 9-3 = 195.1 psf Resultant Ecc.: Static 0.35 ft Stability Short Term = -0.09 ft Ratio 2.51 :1 ......Cot #1 ...... ... Between... ......Col #2....... Ru/Phi As Ru/Phi As Ru/Phi As Using Mu from ACI 9-'k 3.6 psi 0.30 in-2/fQ.6 psi 0.30 in -2/1%.3 psi 0.30 in-2/ft ACI 9-2- 0.7 psi 0.30 in -2/2.1 psi 0.30 in-2/iM.3 psi 0.30 in-2/ft ACI 9-3= 0.3 psi 0.30 in -2/12.4 psi 0.30 in^2/f0:.0 psi 0.30 in-2/ft As(in-2/ft/ft of width), negative --> As a top of footing MOMENT & SHEAR FORCE SUMMARY ACI 9-1 ACI 9-2 ACI 9-3 Mu a column # 1 = 0.68 k -ft 0.13 k -ft 0.06 k -ft Mu btwn columns = 1.82 k -ft 0.40 k -ft 0.46 k -ft Mu a column # 2 = 1.76 k -ft 0.06 k -ft 0.01 k -ft One -Way Shears.... Allow.: Vn=2(f'c-.5) = 100.00 psi 100.00 psi 100.00 psi Actual : Vu / .85... Left of Column #1 - 1.43 psi 0.33 psi 0.16 psi Between Columns 0.00 psi 0.00 psi 0.00 psi Right of Column #2. = 4.47 psi 0.12 psi 0.01 psi Two -Way Shears.... Allow.: Vn=4(f'c^.5) = 200.00 psi 200.00 psi 200.00 psi Actual a Column #1 - 1.93 psi 2.43 psi 2.37 psi Actual a Column #2 = 7.31 psi 2.86 psi - 2.53 psi o,. +. c R 4 IY V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 o ti 4r 57) 9412 AIWA U 1& 7:, � zll�-9 1l ILJ,� -¢ OO ILJ z �n oti)� v. -?4 -i? +- AL1 2- CQ -Ls;%'-LoZ'ZI X z c� 31V13 M)l-L7--U3� 0 u MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 •5A MADRONE AVE OROVILLE, CA 95966 2 Date: 08/28/96 Page: � SQUARE FOOTING DESIGN LOADING DATA - 1 - Dead Load k: 1.71 Live Load k: 2.17 Short Term Load k: 2.17 Seismic Zone 0 Overburden Weight psf: 0.0 Combining Live & Short Term Loads Z Yes FOOTING DATA Size (Length & Width) ft: 2.50 Thickness in: 18.00 # of Bars 4 Rebar Size Number #: 5 Column Dimension in: 5.5 f'c psi: 2500 Fy .psi: 40000 Cover over rebar in: 3.0 Concrete weight pcf : 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 1000 Short Term Duration Factor. 1.33 Ftg. Depth Below Soil ft: 1.00 Soil Pressure Increases... per foot of depth increase psf: 200.00 when footing is below ft: 1.00 per foot of width increase psf: 0.00 when footing is wider than ft: 0.00 CALCULATED FORCES Maximum Static Soil Pressure psf: 838.3 Allow Static Soil Pressure . psf: 1000.0 Max. Short Term Soil Pressure psf: 1185.5 Allow Short Term Soil Pressure psf: 1330.0 1 -Way: Allowable Shear psi: 100.0 Vu/Phi psi: -1.7 2 -Way: Allowable Shear psi: 200.0 Vu/Phi psi: 4.8 Mn k -ft: 23.6 Mu/Phi k -ft: 0.8 REINFORCING Actual Bar Depth in: 14.69 Min. Allow % Reinforcing . 0.0014 200/Fy . 0.0050 Req'd Per Analysis . 0.0001 USE....... %: 0.0017 Rebar Area Req'd in2/ft: 0.30 Total Area Req'd int: 0.76 REBAR CHOICES Quantity of: #4 Bars 5 3 #6 Bars 3 #7 Bars 2 #8 Bars #9 Bars 2 2 #10 Bars 2 f�4 V4.40,(c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 e-2 2S rzz �l�ro -4' -,x [�'Io2�OeEF) RL } ,..MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-97 .5A MADRONE AVE OROVILLE, CA 95966 Date: 08/28/96 COMBINED FOOTING DESIGN Page: Z DESIGN DATA SUMMARY Allowable Soil Pressure= 1000.0 psf Service Allow ACI Factored Short Term Factor = 1.33 Left S.P.: Static D+L = 295.2 psf 1000.0 psf 9-1 = 439.0 psf Seismic Zone = 0 Short D+L+S- 294.7 psf 1330.0 psf 9-2 = 333.8 psf Live Does Not Combine With Short Term 9-3 - 308.5 psf f'c : Concrete = 2500 psi Right S.P.: Static D+L = 761.7 psf 1000.0 psf 9-1 = 1132.6 psf Fy: Reinforcing 40000 psi Short D+L+S= 890.2 psf 1330.0 psf 9-2 = 1008.1 psf Concrete Weight 145 pcf 9-3 = 931.6 psf Overburden Dead Wt. = 0.0 psf Resultant Ecc.: Static = 0.29 ft Stability Min. As X = 0.0014 Short Term = 0.34 ft Ratio = 5.33 :1 Column Size... #1= 5.5in #2= 5.5in ......Col #1 ...... ... Between ... ......Col #2....... ...Base Height #1= O.Oin #2= O.Oin Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Using Mu from ACI 9-'k 0.9 psi 0.30 in -2/11.4 psi 0.30 in^2/fi.2 psi 0.30 in-2/ft APPLIED LOADS ACI 9-2- 0.8 psi 0.30 in -2/2.6 psi 0.30 in"2/f3:.0 psi 0.30 in 2/ft At Col #1: Axial Shear Moment ACI 9-3= 0.8 psi 0.30 in-2/fL3 psi 0.30 in -2/2-9 psi 0.30 in-2/ft Dead = 0.00 k 0.0 k 0.0 k -ft As(in-2/ft/ft of width), negative --> As a top of footing Live = 0.00 k 0.0 k 0.0 k -ft MOMENT & SHEAR FORCE SUMMARY Shrt Trm= 2.17 k 1.5 k 0.0 k -ft ACI 9-1 ACI 9-2 ACI 9-3 At Col #2: Axial Shear Moment Dead = 1.6 k 0.0 k 0.0 k -ft Mu a column # 1 = 0.17 k -ft 0.14 k -ft 0.14 k -ft Live 1.5 k 0.0 k 0.0 k -ft Mu btwn columns 0.65 k -ft 0.11 k -ft 0.24 k -ft Shrt Trm= 0.00 k 0.0 k 0.0 k -ft Mu a column # 2 0.61 k -ft 0.57 k -ft 0.54 k -ft DIMENSIONS One -Way Shears.... Ftg Dist left of Col #1= 1.50 ft Allow.: Vn=2(f'c^.5) = 100.00 psi 100.00 psi 100.00 psi Distance Between Columns 1.00 ft Actual : Vu / .85... Ftg Dist right of Col #,% 1.50 ft Left of Column #1 = 0.06 psi 0.05 psi 0.05 psi Total Footing Length 4.00 ft Between Columns = 0.00 psi 0.00 psi 0.00 psi Footing Width 2.50 ft Right of Column #2 - 0.35 psi 0.33 psi 0.31 psi Footing Thickness = 18.00 in Two -Way Shears.... Allow.: Vn=4(f'c-.5) = 200.00 psi 200.00 psi 200.00 psi Actual a Column #1 - 1.11 psi 1.80 psi 1.89 psi Actual @ Column #2 = 3.32 psi 0.24 psi 0.06 psi V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 eLArJ C/H-fE-6c. UsT- 10-2(-9(10 A-N o\u-ta s o �- �u—) m ., 2-Z 6� Z�) '--/6 - D 7- (/� culc.6600.73,E r1l9/ N NO. 4 4 (19. LfO- 14-00 S 7 G x D 11,10 f- 13.57- ((.-7 4 7 ZT ''I �' 6s� c.� ��t.t �.:� FJ C� �,��c �� N P�t.c.t�o , (2`'cc F��w zoo NL (N Le-U&I &An.or,.. Uri , -72S (Ls 4 4Y,4 =gts(Ls U 6 � c:I I s k�s - A�ssum(--- �� it,,) SVTV etint. APpjq 1/2" MASONITE LAP SIDING DOVER 7/1+ OREGON S BRACE 2X6DF TYPICAL pt" f �, 2/5 ' 2 "'i I I P844 TYPICAL 7 o„ 6, 9„ /1 9' 10 1/2" SOUTH ELEVATION EXISTING 3/16" = T 0" 6ee 3/3 3' 10" 'RAP kT JOWT NOTE (4) 16d NALS REQURED AT BEARAG . TYPICAL TTIc n atkaft" aa'v t, 'k, I nI 4S$ aS OL- 101 13.IS (A) 14- A --F CA) Foc z 4ss &s Ry, LY -7,20S!h= 1720S 12 ff 6� 0 p n V- 10 Tms IdXi e�t I .-O's PEZ,-ri aw - r�r�v«Sr�? (%isL 23-i� �-��1 vl-z- S� I = 4 af E in dAI,4-t(y t� 17u / % ' s to e- Av" -:7 M IL.,) Ihm-k. X'ffa (W kktc. k(,I\J. ( Vev-,((--y) "c-, F Piss l v� -= . 100 is l M L 5-t t of ou 12 F1-- 'ZIX20.Xi(j))(1212l)(21 xeo.= *? dSEX(. 6X L6W L46S(Tt Q�(Lkfe-R.GM thWLe"RW 0- 4)arL-slp,ur(UeE-*T-,) Lw(� sect- . ACV P5(SM L S 111 IZ kL(f.diJ �-.(:CD tis, cik Coto 'ITY VoLuvio DEP49 Y -Wrvz. APpF? .OVED * • 1 1- - e2 .) / WMHSG 15T LCJEL 13VY-Ir JG N& -w /56-LRut Ram Lqw e ---,.F tA,sT-AJESN- Ebe-VA-T-Ws- eco 19 , Z) v cz`t t t - AA, 56'U -IIA FtO'�71­ (t_l-VeL ;FVAW(fUG IS -RkL 'SA - AS A,� T MA tD u -j ��7 — u6AOS 6'tJ W 60-41,k A -i-.4 v-) (jUTkt -m-AN T�OS� RY All 0 uA�---70 L A) LdA-6 e\�- + h 4 � � (11.`10-♦- (13.��72((.�?v�)� I�(��8� ` l:��l�� I�bcq-]K n1L CO. FL K- 2- ci --a) -OLill- C�) ccj.vvee,t-�&(Q*3 oevvl�,'ty( cfx(:- (� O -k kt �J�-e.e Pg- 121z!S-) 6jimernoi. -z-q G,v IE ft) KJ kl-C% � V, lUk lS5 J N A -U -2 -CYZ� oe- A KAA&E J 24,;� S tri_ 2 7 f k. /Ga L7 t SZ (L _'ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R rc,.Ject Ti.tle.......... WILD GOOSE DUCK CLUB Date........ 10/04/96 'ro.Ject Address........ 883 CANAL aE --------------------- GR I DLEY *v4.50* )CICIAmentation Author... WILLIAM H. FOX # ** Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Or c iv i 1 1 e, CA 95966 i 916-533-2730 : Field Check/ Date ::timate Zane........... 11 --------------------- ::c-mpl iance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MIC:ROPAS4 v4.50 File-PRA768E Wth•-CTZ11S9 Program -FORM CF -1R User#-MP1809 User --Fox Company Run -WILD GOOSE DUCK CLUB ------------•---------------•------------7-------7------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 576 sf Building Type............... Single Family Detached Construction Type Addition Alone Building Front Orientation. Front Facing_ 90 deg_ (E) Number of Dwelling Units.... .75 Number of Stories .......... 1 Floor Construc=tion Type.... Raised Floor .Glazing Percentage......... 11.5 % of floor area Average Glazing U -value.... 0..69 Btu/hr-sf-F BUILDING SHELL INSULATION ::cimponent Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Locaticn/Comments gall Wood R-13 R-0 R-13 0.088 Outside, outside oo f es Description R-11 Z F 0. 0:S i cec Attic -1 o or Wood R-19 R-0 R-19 0. 037 Woad f 1 oor FENESTRATION Minimum Duct Equipment Type Efficiency Location --------------- ------------ ------------- Furnace 0.800 AFUE Attic ACSplit 10.00 SEER Attic Duct Thermostat R -value Type ------- ------------ P:.-4 . Setback: R-4. 2 Setback: 17E COLMTY # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing 3rientation (sf) ----- Value es Description Shading Fins Type ------------------- 4ind-:,w Front (E) 12.0 ----- 0.690 ------------------- 2 Drapes.Std ----------- Nene ---- Nene --------- Metal 4i.ndc-w Front (E) 9.0 0.690 2 Drapes.Std Nene None Metal dindow Bac i% ' (W) 9.0 0.690 2 Drapes.Std Nine None Metal 4indow Back (W) 16.0 0.690 2 Drapes.Std None None Metal 4indow Right (N) 20.0 0.690 2 Drapes.Std Nene Yes Metal HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location --------------- ------------ ------------- Furnace 0.800 AFUE Attic ACSplit 10.00 SEER Attic Duct Thermostat R -value Type ------- ------------ P:.-4 . Setback: R-4. 2 Setback: 17E COLMTY CERT I F I LATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -IR Project Title.......... WILD GOOSE DUCK CLUB Date........ 10/04/96 MIC:ROPAS4 v4.50 File-PRA768E Wth-CTZ11S92 Program -FORM GF -1R User#-MP1809 User -Fox Company Run -WILD GOOSE DUCE; CLUB ------------------------------------------------------------------------------ SPECIAL FEATURES/REMARKS ------------------------ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Cade of Regulations, and the administrative regulations to implement them.. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... RON PRATER Name..... WILLIAM H. FOX Company. PRATER CONSTRUCTION c=ompany.. Fox Company Address. 6129 POWER HOUSE HILL Address. 3995 Olive Hwy. OROVILLE CA. 95965 Orovil.le, CA 90966 Phone... 534•-9230 Phone... 916-533-2730 License. B-442145 Signed.. Signed.. _ (date) V P41(date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... . Signed.. (date) rrE COUNTY - BULDMIOTEEI 1. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1F Project Title.......... WILD 13OOSE DUCK CLUB Date......... 10/04/96 Project Address............ 883 CANAL --------------------- 13R I DLEY *v4. 50* t f Documentation Author.... WILLIAM H. FOX 0 building Permit # 1 Fox Company 7 3995 Olive Hwy. Plan Check: / Date 1 Or ov i 11 e, CA 95966 '316-533-730 1 Field Check/ Date Climate Zane............ 11 --------------------- Compliance Method...... MICROPAS4 v4.50.for 1995 Standards by Enercomp, Inc. i MICROPAS4 v4.50 File-PRA768E Wth-CTZ11S9' Program -FORM MF -1R User #-MP 180.3 User -Fox Company Run -WILD GOOSE DUCT; CLUB 1 Lowrise residential buildings sub.jer_t to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more str'i'ngent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated* into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Desiq_n- Enforc=e--- er men *150(x): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls.). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no, greater than 2.0 perm/inc=h. 118: Insulation specifiedor i.nstall.ed meets CEC quality standards. Indicate type and form. ..116-17: Fenestrat ion Products. Exterior Doors and Infiltration/ exfiltration controls a. Doers and windows between conditioned. and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doers and windows weatherstripped; all .joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatary in Climate Zones 14 and 16 only. 150(f) : Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake wi.th damper and control 13#JTTE GOUNT� c. Flue damper and control J3(J[L� 2. No continuous burning gas pilots allowed. �`'� A`�sR�r Apr R D MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... WILD GORSE DUCK CLUB Date........ 10/04/96 MICROPAS4 v4.50 File-PRA768E Wth-CT111S9Program-FORM MF -1R User#-MP1809 User -Fox Company Run -WILD GOOSE DUCK CLUB ------------------------------------------------- ------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ---------------------------------------------------------------- Desiq_n- Enforce- er went 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(.j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tangs or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 c �r greater). _. First 5 feet of pipes closest to water heater tank:, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.. *150(m): Ducts and Fans 1. Dus=ts c=onstructed, installed and sealed to comply with UMC sections 1002 and 1004; din=ts insulated to a minimum installed value of R-4. or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have baa_k:draft or automatic dampers. 3. Gravity ventilating systems serving'conditioned space have either automatic= or readily ac=cessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -cuff switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At .least 36 inches pipe between filter and heater for future solar heating. b. Cover -for outdoor pools or outdoor spa. 3. pool system has directional inlets and a circulation pump time switch. 115: Gas-fired c=entral furnace, pool l heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -elec=trical cooking applianc=e with pilot <: 150 Btu/hr.). — LIGHTING MEASURES Desiqn- Enfarce- er ment 15000: 40 lumens/watt or greater- -fcrr general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. BUTTE COUNTly APPROV D C:OMR'UTER METHOD SUMMARY Page 1 C --2R Project Title.......... WILD HOOSE DUCE: CLUB Date.......... 10/04/96 Project Address........ 883 CANAL --------------------- GRIDLE Y *v4.50* 1 Documentation Author... WILLIAM H. FOX ******* Building_ Permit # Fox Company 1 3995 Olive Hwy. I Plan Check. / Date 1 Or ov i 1 1 e, CA 95966 916-533-3730 1 Field Check/ Date Climate Zane........... li --------------------- Compliance Method...... MIC:ROPAS4 v4.50 for 19,35 Standards by Enercomp, Inc. 1 MI1_-*F.'OPAS4 v4.50 File-PRA768E Wth-CTZ11S9' Program -FORM C - 2R 1 1 User#-MP1809 User --Fox Company Run --WILD GOOSE DUCK CLUB 1 ---------------------------------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance - _ 0,.BtU/sf-yr:) Design Design Margin = - Space Heating.......... 12.16 11.72 0.44 = = Spate Cool ing.......... 17.39 17.31 0.08 = = Total. 29.55 29.03 0.5' - = *** Water Heating not calculated GENERAL INFORMATION Conditioned Floor Area..... 576 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 90 deg CE? Number of Dwelling Units... .75 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction 'Type... . Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U-ValUe.... Average Ceiling Height..... Raised Floor 1 54*72 c f 576 sf 576 sf 0 sf 11.5 % of -floor area 0.69 Btu/hr-sf-F 9.5 ft BUTTE COi Aff Y SUIL ; DEPARTMEN1 COMPUTER METHOD SUMMARY Page 2 i_: -2R Project Title.......... WILD GOOSE DUCK CLUB Date........ 10/04/56 MICROPAS4 v4.50 File-PRA768E Wth-CTZIIS92 Program -FORM C -2R User#-MP1805 User -Fox Company Run -WILD GOOSE DUCK CLUB --------------------------------------------------------------------------------- Z ane Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell p=ond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 576 5472 0.75 Yes Setback 2.0 n/a OVERHANGS AND SIDE FINS -------------------------- .----Window-- ------Overhang--•---•---- ----•-Left Fin.-.--- --- Right Fin --- Area Left Rght OPAQUE SURFACES Wdth Dpth Hght Ext Ext 'Ext Dpth Hght Ext Area U- --------------- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE - New HVAC SYSTEMS 1 Wall 207 0.088 l.3 50 50 `fes W.13.2X4.16 Outside 2 Wall 203 0.088 13 270 50 Yes W. 13.:X4.16 Outside 3 Wall 172 0.088 13 0 50 Yes W. 13.:'X4. 16 outside 4 Roof -576 0.025 38 n/a 0 Yes R.38.2X4.24 Attie 5 Floor 576 0.037 15 n/a 0 No i FC. 15. '2X8. 16 Wood floor FENESTRATION ---------------------- SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE - New 1 Window 12.0 2 Metal Slider 0.650 90 50 0.88 0.78 Drapes.Std _ Window 9.0 2 Metal Slider 0.650 90 50 0.88 0.78 Drapes.Std 3 Window 5.0 2 Metal Slider 0.650 270 50 0.88 0.78 Drapes.Std 4 Window 16.0 2 Metal Slider 0.650 270 50 0.88 0.78 Drapes.Std 5 Window 20.0 2 Metal Slider 0.650 0 50 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS -------------------------- .----Window-- ------Overhang--•---•---- ----•-Left Fin.-.--- --- Right Fin --- Area Left Rght Surface .(sf) Hght Wdth Dpth Hght Ext Ext 'Ext Dpth Hght Ext Dpth Hght HOUSE - New 5 Window 20.0 4.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.800 AFUE Attic R-4.1 1 0. 830 ACSp1it 10.00 SEER Attic R-4. TRE c"T-y ei Si v/...... . a: .............. t'� COMPUTER METHOD SUMMARY Fuge 0 i -2F' Project -Title .......... WILD-GOOSE DUCK CLUB ---_-�--___=-==Date ........ 10/04/96 MICROPAS4 v4_50 File-PRA76SE Wth-CTZ11S9' Program-FORM'C-2R User #-MP 1809 User -Fox Company Run -WILD GOOSE DUCK: CLUB SPEi= IAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC: Project Title.............. WILD GOOSE DUCE, CLUB Date.......... 10/04/96 Project Address........ 883 CANAL ------------------ GRIDLEY *v4.50* 1 ; Documentation Author.... WILLIAM H. FOX ******* 1 Building Permit # 1 Fox Company 3995 Olive Hwy. 1 Plan Check / Date Or civ i 1 1 e, CA 95966 ; 916-533-273D ; Field Check/ Date 1 Climate Zane........... 11 ---------------------- Compl. iance Method...... MIC:ROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-PRA766E Wth-i=TZ11S9 Program-HVAC SIZING User#-MP1809 --------------------------------------------------------------------------------- User -Fox Company Run -WILD GOOSE DUCK CLUB GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design......... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 576 sf 5472 c f Front Facing 90 deg (E) GRIDLEY 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh ) (Btuh) --------------------------------------------•----------- Opaque Conduction and Solar ...... 3479 1907 Glazing Conduction ............... 1832 1184 Glazing Solar .................... n/a :410 Infiltration ..................... 3112 1278 Internal Gain .................... n/a 1238 Ducts ............................ 841 80' Sensible Load .................... 9255 8817 Latent Load ...................... n/a 2645 Mini mum Total Lead 9255 11463 Note: The loads meads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flew requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also b Bred. It is the HVAC: designer's responsibility to consider all factor��$'�+ecting the HVAC equipment. BUX.CMAN U Bill Berry Z� Wild Goose Club 14561C North Butte Road Live Oak, CA 95953 Re: Cabin #4 A.P. No. 021-030-009 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX. (916) 538-2140 Date: 10/21/96 Permit #96-2200 Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, George R. Kellogg Plan Check Engineer / cc: Michael Mooney 5 Madrone Ave., Suite B Oroville, CA 95966 R.D. Prater Constructions Co. P.O. Box 336 Palermo, CA SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Wild Goose Club Date: 10/21/96 Permit #96-2200 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide analysis of bracing provided on first and second levels of existing structure to show adequacy of south elevation to resist lateral loading expected from new combined structure. —2,1XProvide engineering calculations/analysis for first level lateral bracing in the north and south walls based on wind loading of 32 ft. east and west elevations. '=� tte �OLIIZt t-� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: 19161 538-7541 FAX: 19161 538.2140 WILD GOOSE CLUB���� BILL BERRY 14.561• - NORTH BUTTE RD LIVE OAK, CA 95953 - - Re: B.P.#96-2200 A.P.#. '21-030-009 With reference -to the above subject, -attached is: [X ] Plan Check ' List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other 'Action Required: [ ] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER Permit Applicant: BILL BERRY - WILD GOOSE CLUB Assessor Parcel Number: 021-030-009 Permit Number. 96-2200 Date: 10/9/96 The above referenced building plans were reviewed by this qffice. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. PROVIDE SQUARE FOOTAGE OF OPENABLE WINDOW AREA OF 5°4° WINDOW IN LIVING ROOM. /M 0 2. PROVIDE ENERGY CALCS FOR STRUCTURE. 3. SECTION VIEW AA DOES NOT SHOW 3/8" PLY -WRAP UNDER LAP SIDING. - / ao,* ,41G6 4. PROVIDE LOCATION OF HVAC. )ZOO�- yYl07,G-10?t- 5: PROVIDE HANDRAIL FOR STAIRS WHICH MEETS REQUIREMENT OF 1006.9 (MAY NOT USE 2X6) 7. THE TRUSS DESIGN MUST BE REVIEWED AND APPROVED. BY ENGINEER SUPPLYING LATERAL DESIGN FOR STRUCTURE. PROVIDE BEAM SIZE AT ENTRY/KITCHEN AREA WHICH TRUSSES BEAR ON. EXPLAIN WHAT "OPTION SHWR" MEANS. 10. PLAN HAS BEEN ADDED TO ENGINEER'S LINE UP AS OF 10/9/96. PLEASE RETURN -THE ABOVE REQUESTED MATERIAL. 11. PROVIDE NAME OF SPECIAL INSPECTOR FOR WELDING. lva �� i�-- � �v gid-' � � � C-.F�v�� � I � f�l�► � � If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 RM. and 4: 00 P.M., Monday through Thursday. CC: R.D. PRATER CONSTRUCTION CO. MARTHA WHITNEY - PLAN CHECKER CC: MICHAEL MOONEY H In Pacific Gas and Electric Company August 22, 1997 77 Beale Street Patrick G. Golden San Francisco, CA Attorney at Law 415/973-6642 Telecopier 415/973-9271 Telecopier 415/973-5520 Mailing Address P.O. Box 7442 San Francisco, CA 94120 11 a" Re: Application of WILD GOOSE STORAGE INC. for a Certificate of Public Convenience and Necessity to Construct Facilities for Gas Storage Operations Application 96-08-058 To All Parties In A.96-08-058: Pursuant to the schedule adopted by Administrative Law Judge Weissman, enclosed is PG&E's response to Wild Goose Storage Inc. (WGSI) August 15 proposal regarding facility upgrades. PG&E believes that our proposal sets forth *a straightforward principle to assist WGSI and PG&E in determining cost allocation responsibility for future upgrades. If you have any questions or comments, please feel free to contact the undersigned at your earliest convenience. Very truly yours, PATRICK G. GOLDEN PGG/sl 00 PP0°� cc: ALJ Steven A. Weissman � Enclosure planning Division SEP 0 41997 Oroville, California sQ l e ��rr'# Ser V�c.GS D <<ec.Tor— evtf �-�13/F? ) . PREAMBLE PG&E and WGSI ("parties") agree to the principle (set forth below) to assist the parties in determining future responsibilities for facility upgrades. In light of the fact that there is no present facility upgrade which has been requested by WGSI and that the customers of WGSI have not as yet been identified, the parties recognize that a number of issues pertaining to cost responsibility for facility upgrades cannot be determined at this time with complete certainty, but instead will be the subject of later analysis. Such issues include, but are not limited to, the scope, parameter, and interpretation of the cost analysis, as well as the definition of and scope of "net incremental revenues," "net present value," "costs of the facility upgrades," and other terms. PRINCIPLE Once WGSI asks PG&E to provide injection service, PG&E will determine the level of service it can then provide to WGSI without incurring any additional costs for facility upgrades. WGSI will then decide if it is willing to accept this level of service. If WGSI requests additional service requiring a facilities upgrade, the cost allocation for such upgrade will be determined pursuant to an analysis of the costs of the upgrade compared to the net incremental transportation revenues collected by PG&E which would not otherwise exist in the absence of the WGSI storage project's operation. The analysis should reasonably compute the net present value (NPV) of the costs and incremental revenue — including a reasonable period of time for amortizing the costs of the upgrade, and taking into consideration the risk associated with the forecast of future revenues used in the calculation. To the extent that the NPV is positive, there shall be no incremental charge for such upgrade to WGSI or its storage customers. If the NPV is negative, WGSI will pay for the upgrades to the extent needed to make the NPV equal to zero. The Commission will retain jurisdiction over the cost allocation of such transmission upgrades and will resolve directly or through alternative dispute resolution any disputes arising from the cost benefit analysis. This allocation of transmission upgrade costs is adopted to govern circumstances related to the WGSI storage project and transmission upgrades related to other storage projects shall be considered on a case-by-case basis. The level of service to be provided initially to WGSI is subject to change due to increased use of the system or other alterations to the system determined necessary by PG&E. There is no express or implied obligation on the part of PG&E to pay for any such system upgrades based upon this document. Rather, each time such a change is about to occur which would reduce the level'of service WGSI is then receiving, the principle set forth above will be utilized to determine cost allocation for facility upgrades. Pacific Gas and,Electric Company i7 Beale Street San Francisco, CA 415/973-6642 Telecopier 415/973-9271 Telecopier 415/973-5520 Mailing Address P.O. Box 7442 San Francisco, CA 94120 HAND DELIVERED August 22, 1997 Docket Clerk Docket Office Public Utilities Commission of the State of California 505 Van Ness Avenue, Room 2001 San Francisco, California 94102 Patrick G. Golden Attorney at Law Re: Application of WILD GOOSE STORAGE INC. for a Certificate of Public Convenience and Necessity to Construct Facilities for Gas Storage Operations — Application 96-08-058 (U 39 G) Dear Docket Clerk: Enclosed for filing are the original and thirteen (13) copies of "Response of Pacific Gas. and Electric Company to Prehearing Conference Statement of Wild Goose Storage Inc:" Please file the original document, date -stamp one copy, and place the copy in PG&E's box for pick-up. Very truly yours, PATRICK G. GOLDEN PGG/sl cc: Honorable ALJ Weissman All Parties in A.96-08-058 Enclosure BEFORE THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA Application of WILD GOOSE STORAGE INC. for ' ) a Certificate of Public Convenience and Necessity ) Application 96-08-058 to .Construct Facilities for Gas Storage Operations. ) . (U 39 G) ) RESPONSE OF PACIFIC GAS AND ELECTRIC COMPANY. TO PREHEARING CONFERENCE STATEMENT OF WILD GOOSE STORAGE INC. JOSHUA BAR-LEV PATRICK G. GOLDEN Law Department PACIFIC GAS AND ELECTRIC COMPANY Post Office Box 7442 San Francisco, California 94120 Telephone: (415) 973-6669 Fax: (415) 973-5520 Attorneys for PACIFIC GAS AND ELECTRIC COMPANY August 22, 1997 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 BEFORE THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA Application of WILD GOOSE STORAGE INC. for ) a Certificate of Public Convenience and Necessity ) Application 96-08-058 to Construct Facilities for Gas Storage Operations. ) (U 39 G) ) RESPONSE OF PACIFIC GAS AND ELECTRIC COMPANY TO PREHEARING CONFERENCE STATEMENT OF WILD GOOSE STORAGE INC. Pacific Gas and Electric Company (PG&E) hereby responds to the Prehearing Conference Statement of Wild Goose Storage, Inc. (WGSI). On July 24, 1997, California Public Utilities Commission Administrative Law Judge Steven a. Weissman issued an order calling for a prehearing conference in this matter. On the morning of the hearing, WGSI distributed a prehearing conference statement asserting that the Commission adopt an expeditious briefing schedule in order to allow the parties to file proposals which will lead to the adoption of a cost benefit approach which would be used in the event that system upgrades are necessary to maintain the injection capability which WGSI desires. The undersigned counsel for PG&E stated at the prehearing conference that, without waiving its right to argue that the adoption of such cost benefit principle is premature at this point, PG&E is willing to attempt to agree to such a principle with WGSI. On that basis, and with WGSI's concurrence, it was decided that WGSI would deliver to all parties a proposal on or before August 15. PG&E agreed to respond to the proposal by August 22. The parties would then attempt to negotiate a principle and report back to the Commission at a prehearing conference to be scheduled on September 5.1' '-' PG&E has received WGSI's proposal and, under separate cover, has provided WGSI and the service list an alternative proposal. 1 CONCLUSION 2 While PG&E does not waive its right to argue that the adoption of a principle 3 at this point is premature and that in any event evidentiary hearings should be held if the 4 parties cannot agree to a principle, PG&E will continue to work with WGSI in a good faith 5 attempt to resolve this matter. 6 Respectfully submitted, 7 JOSHUA BAR-LEV PATRICK G. GOLDEN g By: 10 PATRICK G. GOLDEN 11 Attorneys for PACIFIC GAS AND ELECTRIC COMPANY 12 77 Beale Street, 30'hFloor 13 Post Office Box 7442 San Francisco, California 94120 14 Telephone: (415) 973-6642 15 For overnight deliveries, 16 please use the following address: 17 Pacific Gas and Electric Company Law Department 18 77 Beale Street, B30A San Francisco, California 94105 19 August 22, 1997 20 21 22 23 24 25 26 -2- Y Y 1 PROOF OF SERVICE BY MAIL 2 3 I, the undersigned, state that I am a citizen of the United States and 4 employed in the City and County of San Francisco; that I am over the age of eighteen 5 (18) years and not a party to the within cause; and that my business address is Pacific 6 Gas and Electric Company, 77 Beale Street, San Francisco, California 94105. 7 1 am readily familiar with the business practice of Pacific Gas and Electric 8 Company for collection and processing of correspondence for mailing with the United 9 States Postal Service. In the ordinary course of business, correspondence is deposited 10 with the United States Postal Service the same day it is submitted for mailing. 11 On August 22, 1997, 1 caused to be served a true copy of: 12 RESPONSE OF PACIFIC GAS AND ELECTRIC COMPANY 13 TO PREHEARING CONFERENCE STATEMENT OF WILD GOOSE STORAGE INC. 14 15 by placing it for collection and mailing, in the course of ordinary business practice, with 16 other correspondence of Pacific Gas and Electric Company, on August 22, 1997, 17 enclosed in a sealed envelope, with postage fully prepaid, addressed to: 18 All Parties in A.96-08-058 19 20 1 certify and declare under penalty of perjury under the laws of the State of 21 California that the foregoing is true and correct. 22 Executed on August 22, 1997. 23 , i 24 25 JSTEPHANIE LOUIE 26 -.. .-..�,. i .. ron.pnw• y 8 .;l;W. "'", ,t !�:p4'1x -'H'J11,bn;tl 021-03-07-009 96-219.9 B WILD GOOSE CLUB/BERRY Cabin #4, N of N Butte Road' (demolish cabin) 4 i -.. .-..�,. i .. ron.pnw• y 8 .;l;W. "'", ,t !�:p4'1x -'H'J11,bn;tl 021-03-07-009 96-219.9 B WILD GOOSE CLUB/BERRY Cabin #4, N of N Butte Road' (demolish cabin) 4 r tel • +� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 21-030-009 ZONING • BUILDING PERMIT OWNER WILD GOOSE CLUB (B. BERRY) =11577 SO. FT. OCC. BUILDING VALUATION S00 OWNERS MAILING ADDRESS 1451C—NORTH BUTTE RD � - CONTRACTOR'S NAME R.D. PRATER CONSTRUCTION CONSTRUCTION T )3-9230 CONTRACTORS MAILING AOOf) U BOX 336 �� Fireplace - CONSTRUCTION LENDER UNKNOWN Total Valuation $ • Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ • ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE S 3 • 00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater) 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater'or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO 16 X 24 — Mobile Home S G W @20.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filin Fee 20.00 Main Service EOOV OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO IoOOA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in -f II force and effect. License Class Lic. No. J 7 3 OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCUP. OR ( 8 ) SO. 3.52 Fr. LTI- UTLEBLDS CNSS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL 0 FIXED APPWS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation -insurance carrier and policy number are: Carrier � / MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number – 4W�r / (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 an person in any manner so as to become subject to workers' compensation I s oflCalifornia, and agree that if I should become subject to the work ersVicom ns {{ian' pwisions of section 3700 of the Labor Code, I shall forthwith c I i those provisions. X % _ Date �� Signatur ofjApplicant - Dwner ❑Contractor ❑ Agen An OSH ermit is re uired for excavations over 50" dee and demolition or construction of structures over 3 stories in height. p Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 35.00 HA2. 0. FEES IMP ,J FLOOD CDF PARCEL I/ PD HD ISSUE f 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 �--,..DateReceipt PERMITEXPIRESON I (Date) No. 206426 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION , 7 County Center Drive - Oroville;-Califofnia 95965 - Telephone (916) 538-75 P.fi IT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 21-030-009 ZONING BUILDING PERMIT OWNER I•dILD GOOSE CLUB (;3. BERRY) o6'f 577 SO. FT. OCC. BUILDING VALUATION r • 00 500 OWNERS MAILING ADDRESS 1451C—NORTH BUTTE RD CONTRACTOR'S NAME R.D. PRATER CONSTRUCTION TELE NE 53 —9230 CONTRACTORS MAILING ADDRESS PO BOX 336 PALERMO Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 500. OU Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ 35--00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 IDT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEI -10 16 X 24 Mobile Home I S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service a OV OR LESS ( 2o0A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 iD II force and effect. i �� License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADONS. ( a ACC. BUDS. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) BAL @ 1.50 FIXED A (PLNS.RESID.OEA) 5.00 Ex. Occup. (OUTLETS Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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' mp sasura ce carrier and policy number are: Carrier ' E Policy Number ,7 (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 pe ormance of the work for which this permit is issued, I shall not employ rs n in any manner so as to become subject to workers' compensation I s California, and agree that if I should become subject to the workers' com ns I p visions of section 3700 of the Labor Code, I shall forthwit c I i tho provisions. X Date �� Signatur pp" a - er ❑ Contractor ❑ Age An OSH permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOT FEE $ 35.00 HAZ. I D. FEES I IMP FLOOD I CDF PARC PO HD ISSU This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work indicat for w ich�fees have been paid. BY Date (Date) Receipt No. 906496PERMITEXPIRESON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition,Permits Asbestos Notific-htliont Statement Date 4 AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency.which is authorized to issue demolition permits as to any building or structure except upon the.receipt .from the permit applicant of -a copy of each written asbestos notification regarding the building -that has been required to be submitted to the United -States Environmental Protection Agency or.to a designated state agency, or -both; pursuant to Part 61 of Title 40 of the Code of Federal=Regulations, or the successor to.that part. The permit may be issued without the applicant' _..submitting a.copy of the -written notification if the .applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Appiicaat 8R I hereby declare that a written asbestos notification Environmental Protection Agency is not applicable t 2/19/91 United States tion project. f Applicant . ......... ........... . . . . . . . . . . I. ..... .... 611 J� :/ ,��y� 4613 GRADE ftl.'Alm C NC CONFORM TOTRS REtlUII(1?fER'tS btASYH..♦ � ^ 1 vBAts .�SrVu.4. _:. ;L M .. , ....,+`..:, `.-BE � EEC�IBI(LT -, v2R£D ANt/ . bT<EI}PPOlTED. ABflV[, THE 67t CND AN.. A AY . .. :, -., � �. , -.: ..' -, , A sAt— . .L ,REI1stOBCIMG STEYl. FKALt. � .. : �:, to cs.MW. ,_..... , -. .,. .:,,.., ...K• ~•........,- ,.1 .....SIR StEEL;:9NAi12tFORM <.. ,, '. , -;, .,,<i .Y f •.4-' , COSIYNQI:TO 114' ),- .:..;.;ItDLTS ISNALL .itS, %0 • ! _,.. , ECT1tD IN :ACtIORDANCB 1)ItM TNF.I970.ALSC S CIFiCA77PN5.. STEFI';OCF#ALL3E.;FABICIL`r1T$DNiD BR 'TY�4 f r• „ ,: +I EPT WHERE-JI0T86..AND IVTT WELDS -11UL1 eE COMPLETE:.>. � , # ' ..�*;,,,,, . , • � L. ;ALL-...FL.LET =ELb9 ;$KALI. BE ]1 fb 1(IMIMIM LCC . =A.t GA4ruylAb - ..,.. .;, -r ", ♦ t ', »�'„ .:,, _��. d 1: i = trav-: e+.ac,� ALL .ERPOSED-'tUTT1fELDS$IIALL.BE-GROUNDED. ±..:.- �.� - :' OR BETTE'R:. I. STRUCTURAL YRAMING $MU. BC:BOUGLAf FIR OI T71RCRADE3 INDICATED (rareu:.e. oati+f+lwas. �•-` °' . ., =sE=sx_,._,.,._ ._.. Te v ■ ,o) ywrwA ww4•r• M i \ - '?„,+.-etLL.�EXPOB£ti IAMNEK (SELECTED POR APPEARANCR)fb 2, LUMBER 'SELECT STRLCTIYUL D.F. 1 I ! , %P'da a..d lT�ar .NO. i D.F. t; :i siMA $ _ 7J7lOtElr,.EXCEPT'Ztt'3'SY705 AND WNf.RF - .;tr m . . .; i . I.NO. 2 D.F.lstifl9!Tik'w { €rxaRBnsa No .. , _ fit M2S ... . . .:. . . . CORbtR1CT1ON CMte£ D.F. r .2AF •• YA DF/DF -t,_ �etvnFa.w {.ec ..v ,,1 `� i -•C.LE hil:1N.ITEO BLA89 . .. . � � . „ a LV Aro ;.. '` _,:...,.. , �,�^' I » ''SIiP'JOD`:.SNAI.'. b. or lM DCSIGIL4TED. GRADE AND SMALL MEET THE RC007ttE"JDISS OF U.S. fRO7R;R -..-- �-'*- ' * ... i.� ' �M1PIIr4,s r _1G{I�.R f'� �.,^-' �1 ! a` �lS.a• IIaF• � -7T B..ASDAR. PS 1 -7r r .I � �l•�,Nrw! aA.0 TYi' t.o, j'. • Kra .FL. I +C TTG NEµ �R-. _ E; =: B. $MD.STPUC"TUAA:• MEMSENR SNALL'170T DE LIN OR NOTCHED EXCEPT AS SHOWN OR AS APPROVED $T :INE �; '.-s.w•e+ srxri: i ( 1 IS • _ CAILP r L...o.. _ -LLT �"',� t: ENGINEER. }j B¢Lt-1101£$ IM W300 OR STEEL SMALL BE 1/14" LARGER THAN BOi.7b. : .. a, t-4•,0 14"'� Sc•r.MoL►e. . ,. . _. _ ""_-` ii '. s 5.: ALL NUTS SMALL :BE TIGMTRNYD LINEN PLACED AND: RETIFMTENED PRIORTOAPPLICATION or FINISH OR AT MOUTIOIN OF JOB..' -.:, , - r.. b+•, .. a.rr.Kre ft IIS m . L. E%CEY'1 WH tit BOTEle :.OTTiERft+EE. t7i�S SNAtI BE 1 x Af. tb" O.C. MAXIMUM SPACING. REFER TU DRAW- '''LL IMS FOR 'STUD WIDTHS., ate►'-� .c- • T. BLOCKING...1 It WIDTH OF'STUD.44kLL.BE PBOYIDF.D'AT CEILING LINES AND $0 TMT UNBRACID LENGTH OF 3 STUD' DOES:MOT'klCELD 10 at - `: •'; THEKEADS AND NUTS :OP ALL PALTSBEARING ON trr• W : \ L. / PLAN V I =W 3!'4 • (L�o `'', '�'. :` / .. rr -r�-a' s�irM r. €. x t.. ;SIAA'OARD .CLT NASMERS $WILL EE PNOVIDED UNDER IAP W111.L pLATEB`AT.CORNERS AI�U 3NTERSEGI'I�f$....DOGBLR T'OP i1.ATLS t17ALt.MVR A MINIMUM W OF t ��. _' Aiw.eAror „ a 1 ' , ea ,sA'.-0" WITH -A MtXDW OF S+ib ,.. HAIL$ EACH SIDE OF EACN TOP PLATE B7t.1,C$ .EXCEPT WRPJIE NOTED ( ' '\ --� ^",: r r< •_ - ..� ._.__' _.:Arr,l.z.¢. w/re. ra. Y -w3 II \ P••'.T t..:�.l+Ks,uF. � .. , ,...-.._.. ..:. � GA wT'. wert6r a'Y T. { � i•I i. -R fBiffPeiLR':'ABK4'iN'ANflMINr�M..�b•Trt..otrwNlYtl�:gOSL..Ann6•boW1'wdS i{ f- i 4,h Pe',r. r�.t_ =.rr..J-Y., S.ea :�-v-<a -1--s•'a. _ ms 1 -1 Lo a �! "' � lt.iG''i1iACIl'RCRI„:L 41i'A{AGti&4.'Cl1N-I-. Ik5ltii. iG2.:rE4'LORii"L�h XAILS/itwS.SS �AS 1.aiJr�TLa fR _ t4 Tpv d �I' I� *'kL$'AI PLYNtiy�4 AtF[I :ikDt�E$«!WALT NCVrE MTNlMIM 11H" tME IrSBYANCE IT 2:14 LUMSNR Aft 1/4' it -u• "�:' "` -' � •";O3STY-KCE�AT T`!t� ar`6 x 4Y".. NAIL }SEAGS'.S'MALL ROT PEFET1u1TC::fACC PLY. =r r M -felt .--_ 2:.1115 FOR STIIIK'TORAL.CON::ECTIONSSHALL BE COt87ON WIRE SAILS (II7LESS OT'IIERWI SC SPECIFIED. V. =_g/�-.a ■KLa6Sf � '—^�_-_�� '-v I ^4 (: '..� `;.' sA11. MOLES SHAU, BE SUBDRTLL[D WHERE N£CE4 SART TO PREY@Y SPLt TTI KC OF WOOD. +. .y rt zr>a e�•k� 1 �+ il, . •%CLPT AS NOTED :HC DRAWL NCS, Mit[NG 511111 RE A6 8PLGIFIED H£IAW: F -IT i..���:. P L••A} 1 '/.�".r•.�". Po -,T wa,,. -o .. al� CONNECTION Wi R NAILS ISIS OR RAFTERS;TO SIDES Of STUDS ISIS ..........1-7bd..r _ .-. 1... _..;�. ri r' __ GLRZ/ki(r /�� t••'�T�--•...'a-�Ncs, aTT.c a-�c.ass i FIGHT, 8. INCH JOISTS DR LE55.:...... _%'OR EACH ADDITIONAL FOUR (4) INCHES I% DEPTH OF JOIST.............., ....i-l6d r }tS ..,JOISTS OR RAFTERS AT ALL BEARINGS �,_,} w , . .70E NAILS. EACH SI DE ........................ ... :...... ................. - CEiLI1.G 301528. LAPS -0YEIt PAR77210NS. PAGE NAIL.... .......... .....3-16C - / �_•.,- _- ;:- (� �ooFrd+ - 'jl .%(.P,,. CEILTSG JOISTS TO PARALLEL AA FT ERS:, PACE HAIL ........................:..... 3-Ihd G� �Q �•. �` , _ r._�. i 3,� ' + .. /'ILa t,+6.rlaL3o TCSLs1L7 / _._ �' 6LOGR7Nf. .SETTLE JO)S15 OR 'RAFTERS (7.1 OR RAFTERS - TOE NAt LS, FI.LH S1DL EACH ENV....................:-tOC -_-Jr.-r-C,ao <'•A� Glia r�o Kt,_ cT..y '` I � I (--� - .. S•L+ _ - �8 PTw.aoo4us,A aL s'# "'`• ,TO JOIST OR RAM; :0 $FAILINGS - TUE NAIL.. EACH SIDE .............. ...2 -IOC - -- rc r -.._ I r-- tU. Illi \AILS f'usT rGa_ ..:�_ a} ": CLOCTIHC BETWEEN STUDS, EACH END........,. ..... ............................. 1� i K ".r., '^eRi p ...Ok :-I6d t 1 ,a-,.•�.-.. __,_. 4�--- r - - - ��(P xc•.-<, J - BRIDGING TO JOIST. TOE- NAIL EACH END........... 2- 8d " 501E PLATE TO JOIST OA HLOCRING PACE NAIL ............... ....7-16d !I ! ►e- as .J I 1 Y P'PEATE-70 SIFT. END NAIL.. � �-._„.._:..` t s., STCO TG SOLE.FLATF,:. T'OE'NAIL. ., .................... .... ...t- 8d v 2 \ ' L ... ... .......... r-AI,Y. Z -,L j CA T•L 4Go� STETS. FACE "IL...... ....... 16d P 24” O.C. N -.. ..� .c. - T. pLATES, LAPS AND INTERSECt10N5. FACE NAIL............. -!bd - Taw .Voss? 1 _+n: TfL£'.v GOLBLI TOF PLATES, FACE NAIL ......... ............... I6d @ 16' O.C. .a _. -.�_♦ t _ _ I,.y-,. �tiILT-EP �OANEN STOD$...7.........., - RTBBQKs tt, 5TUD5 JI % ' INCH AIB110N5 ........................ ............................ 2- Ed ,, V1111 TWO (2) INCH RIBBONS...... ... ad �`''.,, GOKfINDCTi!S AD .TWO PIEC$S .... . .. .......:.....r........... i6d A 16". D.C. ALONG EACH EDGE- ;,"„?'COFTIMi�L"S NUDER'TO.STIiD. TOE IiA:F1..'s......... ............................a- 8d\�.� `15 E TO-.FACA STTIC-AND PLATE. £ALE NAiL.........J... ...............2 -8d u. R, ->-r To ♦cti.-_t 1t.J r7.'..c --� �I\R.+T <r SP.E'A7HIRG nR LES ZD�CR'BPAEYNG. :FACE 1tAI1_.......... � / ' .......2 -8d .¢xrz STr:lww� _✓ / � � "'_._ ®.� RWj. ECKING Til EACH SEARING. •-• .. ...2-16d+ 1 W ... .=- C7�.'iL.1L s:es:�-�N t'e ! � I { .,' •srza� i �-,0...�4 1 �L `i•r t i�3 I ! 4 `�• �i !{ -P I�t ``1•L � ToE. •.� cvw.. S..+a. i Gr=eve- aws►. OPT1o.1 �' fN L,ttl Or• t' r J r the �d`�a.. Rwy,cs •srEse �- -- --� / y --+ r .. __. rte,; of Jift.from -. -- -- - tt _ ^s � TiQ.i`C, x Y P- /L 4/4 1. ILC>' «!r A setback i Ines and a setback ..'.; ,,..r :YoosK ,. .property [}ArL }-ra erl6eLi� 1 L__ __ -- - - ._ /.- of 50ft. from t' be clear of ✓ S o 13 Tf3 centrrline shat except �.- .. t / NOTE.'-;Ri Maf.,;A dr Workmomhip Shdl Ee i structures or equipment.AAA- / :. Aecordonce wish Roc T 9• , F A T 74 l C7 z 2 L Y AIT 01 tlS Ya.,-l.rs of a asnt A Good ;ad tees and +;, r .�. , ,_ -•r' ._.J for 2 f`. eaves ° 9�fY bribed for the S find ena he thtr Un'fwm Buikfi , } • L _---i -- Ebeh a br � M px tfee Nationd �• °�1Onf°al Codesand I is se4 off � a:.d specification MUST be <:4epf on f6 iott at, OR Smes erred it';a unlawfai to S�cLe.. ry. 6 any or aitcfCtraaB an ta117e wifhoWan , t L d` j p, 1- , ps rcT- Jts wittan parmrssioa Ram fhe D!PorfiNell� of PHbie " -04�14G1L.e L: x,. , _ r„, '+'t'*• :..TtP-.'IMT” +f traT'1'. ,.::., `; `+� rq r G t \ ( d ` 'moi "C' •,- I _.. ,. .. ..... s, ,- .. ., .. v .. .. m � ri .fir .u:G , .: a IL�O�B�r:-� _ ..+,A^ r#” .r _....,. ,, r .✓ .v. ...,, .VILE.: ':.. ,_ -::: ,., .-. v ,, ,v :: y;» ,.,. h .., ., ,.,• h a *"y. ,� xr r , . , r:. .. , ,... , t „ .Y ,,.. k , 497 ., > ,. ., < .:: ... ,. ... ,.. ,.. .r. >..... .,. .;.� ,. .. ..., , -,,:. x: , .. . ...,.. ,: , - ,., ,. , :.,, a .... ' . -,t ,4 , .. ,. ,. .., ,. ,.. "�..,,A 41 I II7 V 1; s BUTTE COUNTY BUTTE COUNTY BUILDING DEPARTMENT BUILDING DEPARTMENT APPROVED3 pRn�,iF� 1 Design Information. u(o-L)- 32.0 PSF Plating In1olTriation :=c dC(J•U z 10.0 TSF 7.. a 'a TY-)71+-JTIF-IOCi TL(7-L)z 42.0 PS) Jt. .:a -SP xx S IF,- ih7 MTOAU.*xIL LCC:TIC.1In1 22 7s;E 7/21ITY CTa ESS Iac = S.IS. hC. LY nT PLATE SIZE •-i-- --C-- 1 0 7+• 6 J 1 6 pT 2 Maximum Chord SPans (FL-tn.) s 71- 5 2 x/i x E Tt - • J 7• -kJ 3 117 x e 7T IJP Cf Jx7 sclloY ChOAV - J7-11 l x B 7: 7x6 2>4 23e _ - 5 ) I Z X i Pi 1.- a � SZ 6 33• 2 7 x.10 P: ]E'•SL 3)-'i 5-- 0 I T•'r' SD- Z - 3 3 1/2 x r PI ]r- I Sc- D. Jt- 9 >t- ]• I cd- 0 3 1 2 x 0 at LDS c ^ '.Ss 5 >a• C <i- Y >8- C' 0 5e- J i 1] 1 1 •= L •- '-- 57i. ..-.0 56- 0• - 1 • • C Sa- 0. 3 x i P: n -3 4a- b• 7i• 3 31- b•312x > PT 5 53- i• 32- Y - ao- . 56-.0 i A 6 3_•33.0 i. zLU:P IS 2ae tli,.i.It•C 1 3 >b --J 56- 0 2 1/2 xa 1i 3 :6- I -- 3 1 . 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'�i �j e Vv r ­ env. rnc!'NnCU B'i'1Ui�l TOP CHORD 2X4 FIR -LARCH W1 J BOT CHORD 2X4 FIR --LARCH W1 WEBS 2X4 FIA -LARCH STANDARD - CONNf_CTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I . C ,13.0. RESEARCH REPORT #2949.. 'ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE GR DIMENSION SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." (H) Recommended connection at gall plate, Simpson TC24. See catalog C -89H-1 firnailingspecifications. 3X3 CH) 5X4 2.5X4 . 5X3 92 1,00E COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR: TC X -LOC L -R. 0.25 6,24 11.12 16.00 20.88 25.76 81.71 BC X -LOC L -R' 0.29 8.68 16.00 23.32 31.71 > G S114GLE CUT WEB #-TC: 1, 7 8C: 4 N 7J PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. � N CONNECTOR PLATES DESIGNED FOR 'GREEN 'LUMBER PERNO'c; TABLE B.1B, to (D tU UJ _ O N pfES, p'FE L ^ Exp. 6-30$93 �t r 2.5X4 12 1-- 4.00 =-"2.00 2.Oo 2.5X4 12 12 5X7 2.5X4 "- 1.6`0-0 16-0-0 16-0-0 16-0-0 P.=980 W= 3.50" 32-0-0 3VER 2 -SUPPORTS ' PLT. TYP.-ALPINE SEAN- 44919 FUTiVISN A COPY' OF THIS CE5IGN TO ERECTIC Q D. C� _� J�� ALPINE ENGINEEP O PRODUCT$ I14C TRUSSES PEOUIPE EXTPEHE.'.CARE 0 0 -IMPORTANT** SHALL NOTE R-ESPONSIBLE FOR ANY WARNING IN PAIDLING. ERECTION A140 VIATION FACH THESE SPECIFICATIONS OR ANY DEVIATION FROM &'1ACING: SEE -BHT-76,(Dmuma NODO TRUSSESC� IS DESIGN OR A14Y FAILURE TO BUILD THE TRUSS -IN COff'ORHANCE CCHW14TARY ANO REC0+04OATIMS-+tPI). SEE TH TH'OUALI7Y STANDARD OSTBO' BY TPI.ALPINE CWECTORS THIS LESION FOR ADDITIONAL SPECIAL PERNA-E NANUFACTUREO FROM: 20 GAUGE ^•ALVANUED 'STEEL UNLESS NErNT BRACING rEOUIREMEN 0HLESS OTHERWISE C� ��R3NHERHISE SHOW*, WEETING REGUIREHEMo OF ASTH A445 GRADE A. SHOW TOP CH'PD SHALL BE LATERAUY BRACED PLY CGNMCTORS TO BOTH FACES AT EACH: J01147 AND LOCATE ASMITH PPAFERLY ATTACIfD PLYNOOD SHEATHING, T�,`�CO:tN. BEARING WIDTHS ARE 4' NORMAL WLESS OTHERNISE SHOW. BOTTON.CHORD WITH RIGID Cti?LINF, OR BRACING 1 U JSIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF IAS SPECIFIED ON OESIGtt,. DO IXIT USE THI5 C= [_ [_ CT 2= G 0S AND XTPI (PCT). _ DESIMWITH .FIRE 'RETARDANT TREATED.'LUMSER. r.—TPI TRUSS PLATE INSTITUIE - NDS- - HATIMA.. MQTM t1 CA 3X8 - X36 9r BU TIM COUNTY BUILDM DEPARTMENT -0 ®r A RP R u R=980# W= 3.50" a REV - 15.1.2 SCALE = 0.,1875 DESIGN CRIT: 1BC REF R532--30003 t TC LL 16.0 PSF DATE 08/21/B9 r TC DL 7,0 :PSF DRWG CAUSF:532 99233021 SC DL 5.0 ;PSF; CA -ENG TOT.LD. 28.0_PSF O/A LEN. 32:-0-0 DUR.FAC. 1..25 PITCH A.'C/12 SPACING 24.0`" TYPE C MN-- JOB:. 10475 'WIL'D GOOSE GUN CLUB THIS DWG_ PREPARED FROM C TOP CHORD 2X4 - -FTR--LARCH 1€1 BOT CHORD 2X4 FIR—LARCH #i WEBS 2X4 FIR—LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.6.0. RESEARCH REPORT #2949. ALL PLATES ARE 10 BE CENTE"ED ON THE JOINT. LEFT TO RIGHT AND TOP i0 BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR'DIMENSIDN', SEE DRAWING 13(1 FOR "PLATE LOCATIONSONTYPICAL JOINTS.'-' (H) Recommended connection at wall plate: Simpson TC24. See catalog C -89H-1 for nailing specifications. See drawing A115 for filler detail. 2.5X4 0 .iris IPUTEA INPUT (LOADS 6 DIMENSIONS) - SUBMITTED BY TRUSS 'MFR'. TC X—LOC L—R: 0.29 6.24 11.12 16.00 20.88 25.76 31.71 0 BC X—LOC L -R: 0.29 8.68 16.04 23.32 31-71 C SINGLE CUT WEB #-TC: 1.7 BC:4 N PROVIDE FOR HORIZOFJTAL MOVEMENT AT ONE SUPPORT,. N CONNECTOR PLATES DESIGNED FOR GREEN LUMBER'PER'NOS � TABLE 8. iB_. fU W? int 0 - (D �iOrlt - 1 � iso."�04384� EXp 6'30-9' 2.5X4 cl �`� 1 .5X3 jqr � 12 2X4 111• F.L. ,�4F 4.00 ' i 3X8 2.5X4 SUILDING DEPARTmF= v mov2_°-°'APP11; aRTs 6X7 15-10-0 a1 16-0-0 1 15-0-0 16-0-0 116-0-0 32-0-0 OYER 2 qmp Yl R=98Q1� W- 3.50" u Rs980P W— 3.50" PLT. TYP.—ALPINE SEGN-- 44915 # FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.1.2 SCALE = 0.1875 4 !THIS r CAIN ALPINEEHGIr+�Esa<D PMMjcT4 INC X*I MPORTANT## sFuu, H0Be AESPOORS SLE FOR Arra DEVIATION Full: THESE SPECIFICATIONS CIR AM MEVIATION FnGM DESI6N Oto. AN7 FAtILURE 7OGUILD THE TRSUS IN COWORKLNCE THE "OOALITT STAMMFF TW* oT TPI.. ALPINE+COIECTORS WAWFAOTU;Wn FRO" Zd SWUN VAIYANAVED STEEL urtESS 01WRHISE SHOML WETIrG. AMIFEWNTS GE AS1A A446 ;RACE A. COMMICPS TO 60TK FACES QCT EACH JOINT :,4^ LOWE AS BEAA1140 NIOTHS ME A' 100111AL tMESS 0TMi!`IW SMW4. DES16N SI.NVAMS CM1F9W WITH ^A LICA&.E PROr1�T:.NS OF ■ w AHD ■TPF wa).. TAL5.£S FEOUT E Ex7TiEK Cum WARNING IN liAIMIM. ERECTION AND 'BRA :NE SEE -SWT-75% WPACIMi kO00 TRuSMS tale AENTARY Atm PECOWENOATIGM-7TPIj... SE£,rFn��xM THIS VESIGN FOR ADD17TIONALSPECIAL DERMA- :IJWT EAACING PEWIREEHTs. )BLESS GTHEfOa SHowt. Tux Gov wLL BE LATUaLLT EAA= WITH PHOP..PLY ATTAC1ED r -CO 00 SHEATHING, BOTTOM 0.00 VI7H RIGID CEILIN* OA KuCINGT AS SF£CIFIM Orl MIGN. Ota WT 3FE' TAI5 AESIQf VITH FIFE TETAMMIr TREATM U1 MEA. - r CA .TOT.LD. _ DESIGN CRIT: UBC AEF R532--29997 it; �y 16. C LL :16..�0- �P.SF.. TC DL . V 'ASF: BC DL. � . D PSF �'R . D ':PSF /� /p DATE 06121! (.1 DRWG CAUSA532 83233019'ARE .CA ENGAPPLY O!A LEN. 32'-0—VSTM.M1. (JR .FAC . -:1.26 -4.0/12, �f/'y Jr{ PITCH `. V 112. FSPACING- - 24.0m . STYPE .C©MN--• �p_*__TPI. -TMBS PLA?E �114SITIM- I GS :-..144THR:AL OUI3N SFECIFICATIOY..:F M W= CO r.TPk CTIQN - Zr_ _ - - �ii JOB: 10473 WILD GOOSE GUN CLUB THIS DWG. PREPARED • ROM COMPUTER INPUT 1OADS SS & DIMENSIONS SUBMITTED BY TRUSS MFR . - TOP CHORD 2X4 FIR -LARCH #1 TC X-LQC L -R: 029 8.41 16.00 23.59 31.71 n BLIT CHORD 2};4 FIR -LARCH W i WEBS 2/4 FIR -LARCH STANDARD BC X -LOG L -R 0.29 B-..41 16.00 23.59 31.71 U; CONNECTOR PLATES MUST 6F .INSTALLED IN ACCORDANCE WITH SIN5LE CUT `,SEB #-SC:3 2 ENO& L5 REQUIREMENTS OF I.C.B.O RESEARCH REPORT #2945. (U) BOTTOM CHORD CHECKED FOR 1O 'PSF LIVE LOAD. N ALL PLATES ARE TO BE CENTEArD ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED by CIRCLE OR DIMENSION. CONNECTOR PLATES DESIGNED FOR GREEN l UMBER PER NDS ` SEE DRAWING i3G FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TABLE 8-.15, � J N Al ,,til _ N ru eta s� 0. 0043 EXP 5-3'G-93 5X4 cl w- 1� �T4 OF�L�f�4 L 3X.4 3X4 2X7 12 12 _ 4.00 4.00 2X7 BUTTE COUN f y 1.5X3 5C7 1 .5X3 ! _. SUILDING DEPAve 2-0-0 16-0-0 1 '16-0-0 2-0- 0-'A P RU u 32-0-0 OVER 2 SUPPORTS R-9809 W- 3.50' R=930!# W� 3.50" PLT. T4P.--A'•_PINE SEAN-- 45004 FURNISH A COPY' OF THIS DESIGN TO 'ERECTION CONTRACTOR- REV 15.1 .'2 SCALE = 0.1875 - ALPINE ENGINEERED PPOCUCM INC x.#I MPORT ANT**SHALL7lOT BE REsPeusr -i FOR mf( p Ther WlWiES FECUIFE EXTREME CARE WARNING IN HANDLING.. EHCCTION AND I;.l. -- DESIGN CRIT: UBC REF R532----30089 . TC LL 426.0 -PSF � C� Com.5US MYTATICH FROM THESE SPECIFICATIORS OR ANY DEVIATION FR(M IGrACItC SEE 'BWT-M, (DPACINS KOM: TRUSSES.' - ., /^ ATE 08! "2-1/89 C= C�TNT' DESIGN ORANY FAIL.CPE TD BUILD THE -TMSS IN COh MKOLNCE THE 'DUALITY STANDARD OSTSB' BY TAI. ALPIW- COVECTORS CO4W?JT.WY AtJa REC@HENBATICUS-bTPIi . SEfi(,SIETH' THIS DESIGN FOR ADDITIONAL SPECIAL'PERNA- Z'- TC �.DL. 7.0. PSF- DRWG.,CAUSR539.'= O AFS "MANUFACTURED FROM 2G GAUGE GALVAN110 STEEL L",ESS NENT BRACING MOUIRENENTS. :iAAESS OTHERWISE�[�OtEERWISE CA SC DL (U) 5.0 PSF CA/ -ENG s IN SN"I NLETING REQUIREMENTS OF ASTH x445 FflAVE A. SHOM4 TOR CHORD SHALL BE LATERALLY BRACED &.4i 0APPLY CDNN£CTOAS TO .BOTH FACES AT EACH JOINT ANO LOCATE AS SHONN. BcARTHm WTDTUS ARE 4' NONINAL DURESS OTN.ER'4ISE SHDWI, WITH: WITH PPOPERLY ATTACFE.D PLYWOOD SHEATHING, BOTTOM CHORD WITH RIGID CE'.ILING 09 BRACIM_It AS MCIFIED ON DESIGN. 00 NOT ISE THIS TOT.LD . 28.0 .PSF. {IAA LEN. 32-0-0T PITCH- 4:..0/J:2 --.. 1.25 �` DESIGN STANDAPOS CONFWA AcPPLICAeLE PROVISEONS OF D(�JP.FpC_ ISPACING +� i� � CIS" CI q0S AND %TPI (PCTs. DESIGN WITH FIP.E FETAFGANT TREATED LU48ER. TYPE COMN--- - _[_ t� h.M_ G 24 a TFI •. TRUSS PLATE INSTTIUTF— NOS. r.HATIONAL CESISI SPECIFICATICH FOR. WOOD COtGTRUCTION . zz IGIi�S + JOB: 10476 WILD GOOSE GUN CLUB THIS DWG. PREPARED FROM 'COMPUTER INPUT LOADS G DIMENSIONS SUBMITTED BY TRUSS 'MFR. TOP CHORD 2X4 FIR-LARCH #1 TC X-LOC L-R: 0,29 8-34 15.67 BOT CHORD 2X4 FIR-LARCH #1 > WEBS 2X4 _FIR-LARCH STANDARD BC X-LOC L-R: 0.29 8.34 15.87 C tt) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB #-2 ENDS:1,.3 REQUIREMENTS OF I-C.B.O, RESEARCH REPORT #2949. tti (U) BOTTOM CHORD :CHECKED FOR 10 'PSF LIVE LOAD. t!3 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO 'RIGHT AND - _ TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. (A) 1X4 #3 HEM-FIR OR BETTER LtlNTINUOUS �LATERAI.� RACING TO 4A SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- BE EQUALLY SPACED. ATTACH WITH (2) 8d :NAILS. BRACING- {p MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO :A R3 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS SUITABLE SUPPORT BY ERECTION CONT9ACTOR. t!3 TABLE 3.1B. b s -o a J ssto 1X3 NO,. C0438R5 0-93 CIVIL xtVAL 3X4 5—B-30 12 - 4 .o0�� A) 2X4 UTE COUNT * 1.5X3 2.5X4 WILDING DEPARTMFm7 k 0-A R 0 C-2-0 OVER 2:SUPPORTS R=536# W= 3,50" Rn436# W= 3.50" PLT. TYP.-ALPINE SEAN-- 45103 FURNISH.A CJPY_DF_THIS_DESIGN'TO ERECTIONCONTRACTORBEV 15.1.2 SCALE 0.3756 . -. .. ALPINE ENGI1tEEHED PRODUCTS; INC. TRUSSES REWIRE EXTREME CAFE - 0 0 0 0 o Q M !1 I R DESIGN CRIT: USC_ REF R5!32--3Q �$s XXI MPORTJ4NT *SHALL NOT EE RE$pONSIBt£ FOR ,wv 4Y A[ NI NG IN twiNOLING :ACTION MMT f1 J p C= (� d O DEYIATTON FRO-( THESE SPECIFICATIOJJ5 ON ANY DEVIATION FgOH . BMClHS:SEE 'BRI-w, J,BAACIHB ROOD TAUSSFS� !:'" r 7C iL 16. 0_ PSF DATE -08/ �22/87 f� O C 1 C= THIS DESIGN OR. ANY ,FAILURE TO RL•'.W 7TH TRUSG IN CONFORMANCE COMENTANY AM FECOMMENDATICt S-4TPII <- GRE - - -- C� O C= (� MITH THE "DUALITY STANOAF ! OST8a' BY in, ALPINE ca*ECTORs THIS MIGH FOR ADOITIOtUL SPECIAL'PERMA- ' ' 8 ° lj CL 7.0 'PSF' DRWG CAMR532 69234001 p p p ARE HANUFACTIMED Ff0f 20 GAUGE GALVANIZED STEEL UPLEM 'tJENT BRACING FOWIRENENTS« LMESS M-SRMISE/ft nF ALPIN p OTHEERNISE SHOW& MEETING REOUIR www OF ASTH A44@ GRADE A, SHOft TCP MqD SHALL BE 1aTEPALLY BP.1LE0 - CA ITC �C 'DL \U� - 6.0 �P.SF CA-ENGM 1 _� b: !� 1'I APPLY CONNECTORS 70. BOTH FACES. AT EACH JOINT ANO LOC47E AS WITH PROPEFLY ATTAtWG PLVW0DD SHEATHING. TOT .,LD. ..28 . Q �PSF; O,%Jl LEN. ��-?-O. �s ' 0 SHORN. SEARING OIOTHS ARE 4' WHINAL tWESS OTHENISF S =4k BOTTOH CHORD NIIH AMID CEILING OR BRACiNS V) _ AS SP"tgISIEO DH:. CESIGN. ❑0 NOT WE THIS .. o DUR.FAC. DESL[3FJ STANDARDS CQNF'DFiN MITN: APPLICA8I.E pROYI5lONS OF JNDS" AlkJ JJTPI IPTRtJ55 PLATS INSTITUTE NOS NAYIO4Al DESIGNDESIGN WITH FIf?F :FETAFOANT'iREAiEO LON&FH. w�i± It ��++ r D D" 'C='1 _ SPECIFICATION :FOR MWD. COIISTRUCTION ]SPACING 24 . n." TYPE SPEC-- - �� ',� V . . ' Twa. c: .#t /ICfZ1 �+.OW. -ftr e4.omea.°.•�.F�.Firwm�tJ °40iK.liwfte9Md0-W.ww l.+esass®w�Wr+s rYrer orae, Fy • s 4• a. •- * - t a - r a • * • a.�cMrra 7LSQeC11D aoups�.ea.w.m•aasasO rritT*cev..�l L9 21 4 33� 1+ 32* 26 2q* S'' 270' 40 39• 6 2!* 2g -26 •' 0° 4� T° • ds • �o • g. r Ts • aw ac w+.ci waw.pam�.a EYuwr.*+pr.ier 11 2Y a ;3!• g3gi43z w�esm� raws�s, (D1DTLt050° w■ 49iM..m�� aasr �sar..��rsmsw�saa-. ,..�.aelJ4s. asrr�eeca�c�es>AmaMaEe aM1160AONAS01==si.�.�.eao° .�a+ei�a�r�s-=...• - - - oSPAM TO 43 16 SPAC2D 26.66 O.C. - 4.43t2s2.7771at ts4 CDNFICLOATION _ WAN Z ' 2=02mg LLOOL On ROOF a 23.0 P8f OOF FAM► L FOI:m MICE ET2l Z4 vm x. Xs" 2.2r OL an CEILING A 10.0 aSFkD 2X6 714.QX4*QrT4a TO W 9° ta'!"=416'S' 7,25" 7.5" TOTAL DESIGN LOAD : 33.0 PET 'o �.... 2X71 R4.014.3rT46 70 421, as + 6 S Fag CLILINS REDUCTION TAKE16r 4wrZfeme- Y V 4.b AXIAL 3aE€SS ONLY a Zia,R2.41T.'S•T7'.S/73 TO 3T"*!8 ftvB 7i°4 s.a" s -f LOAD DUCATIVIA ZSCREASL 4 1.29 «- VEAxi Jollif 3PLIC£ OfTAIG: i• !' 8 2x4 R2.A.V6.'*.T2sS16: TO 36* 80' C7 216 U4.317.15rT'Sa TO` 43*' t." 3.5 a.a*S' 20 TO 34* -0® "Allmig TRU38 *EMBER FORCES REACTZOft 1243 2X&s Ri.9X6.6.T96 TO 42* 06 2.0 s.&.S '- 2x4 Q .9lb�.o.Ta6 T0' 36* a, Z.0,4.0,4, PANEL POVIV SPLICB(TJ37 T 1 e643T 6 1 6191 a 1 *753 K" 3 1163 2x4 Nai.OXs:W U6T TO 37*10- 3604.04 2X6 RS.411*5' 739 TO OS! I* T 2. -5664 3 2 4901 9 2 492 It 4 2114 `2Xa;Ra`.Os6.0afS8 TO 36" So 2.9:6.0.3 2Xb:R4.3Xb*0vT36 'TO -42. Is T"3 /3637' Z it 2X4 ps`.OX8.5*744 TO 30w d� i. 410*4: -� 2X& iia.79160wT9i TO 3l`IO C t2 21t R4,216.0,T34 TO"34*'Q6 En co �7tdX;'.Sw77C.SJ6 TO 1°' it2.4x4 sr72.5/6 TO 34!Tji Siva Dxalcv 6i.ax4.?rT34 TO 30 44, f eoopedC]q -CTJPI 41.613. T3/1.S TO 43 ! -{ i •. i!l.613.isT33 TO 30:* 9°' m W, ETA TJ¢ ffi ja a* uu ° Q 7zR - dmQ r r� Nom•} (833)-- 7070 a_c s+N.afc180C. !-S:aTO a3' 1°(164.2X67 ¢AtM Polon SPLZCE CSJ2) °° RS.6xl26v*%6.4XI$= TD a2* D6(16Ss2X6i .R9t4*bligpBr$ +1.8x1710Q TB 4'3i 1' as':bX4.0,Rb6 4813', TO 3>b�" d°(a"2157 Q7 2Xt208Wr4.OXt8/a TO 42• 9+ wmTo 49/ • 37.2Ei24.0kS�4X13® TO 36' 66'- 3PRlJCE�OLivE-FI6 II3 .} �, ,�• R32X1S0. TO 45° is 83.2X1'30 Til' 49* i' i � N ,110 nFC;ZCC 83.2:!2! TO iii* 4° 83.21120 T0; 37! 36 a as i!$.a14�SwTpwI & TO 4S' Is' 83.2X103 TO :33. 6+ MUMS TO 321 Ow ` ii2.414.SwT34 TO 42! 0*. 22.4%1*0 TO 290116 83.219.6 TO. 26• i° R8.4X4�gwT2.514 TO 36# Do *2.41a.S TO 2Q• 2° 93.21?.S TO 23* 6° + 049:C+i►eA' - f®93t1�2�FI'.:3�3R ls �. 0" FA!!%i FDiOr s>�LiC t8Z3 „ Wo3.23E O TO 498 to T9it TO 4S! Y` V Ri:3.2Xf8Q�.rRN3.2'JiII9C TA 4$' 1° ?3148 T6 46w S+ T'Jii TD 44* s• +�• RM3s2xY33Gw847}3e2Xl3SS TO a2° ,°` 1312: TO '36* As 1314: TO 43* !° Qp Ri 8XIO eT310 TO 36i 6" T310 TO 320 1• 7312' TO 37* 7* m" i Y38 TO 23. 9+ T310 TO 310 S' Esti.: - � ��cot�cwr*+•s�aso�..+•assa++a�e+�r�saetara.�o..aaa� a+�eiserb►x•sasebue�rao� 3CM5+4.6I2 33u- -(247 3! ltslat���v�'rXaw►o6.srs sr�a^u4ar4.es.-�rromeemn�esaresNse.®eras tarnQ�r�er.e.orr+..+roaq...n.a�aasiem4 ' Cpl; ti�1�.. _- _ :+�' l�Fr�so•�+'ar�s���rws..0is8"as�eew�+i+s.eeswrxara�`m�waearQrarswr.weasweas.a+.1 �.1� 3�25"T; JiC, est*�Msac wrt�:�loaQYar+!.aq+orl�rer.raoaaira 1Nsrrca+r°a��aarg.;afrws _ : wtiArli�l�n ei•lC4Cair�eilR.f•!' _ : up -