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HomeMy WebLinkAbout042-160-077042 —160-077 94-0389B;P,E;M' , ® g— MERLO". RALPH• & VICKI 2185 W:' SACRAMENTO AVEJ., CHICO _ NEW SINGLE FAMILY _' ENVIRONMENTAL 042-160-077 PERMIT 95-0215 MERLO,'Ralph & Vicki HEALTH CLEARA,RANCE 2185 W. Sacramento Ave., Chico DATE 1QZ New Pri . Swimming Poo 042-160-077 02-3138 MERLO, RALPH 3 ..� ap3 2185 W. SACRAMENTO AVE., CH CARPORT 6 -fl NN - 042 —160-077 94-0389B;P,E;M' , ® g— MERLO". RALPH• & VICKI 2185 W:' SACRAMENTO AVEJ., CHICO _ NEW SINGLE FAMILY _' ENVIRONMENTAL 042-160-077 PERMIT 95-0215 MERLO,'Ralph & Vicki HEALTH CLEARA,RANCE 2185 W. Sacramento Ave., Chico DATE 1QZ New Pri . Swimming Poo 042-160-077 02-3138 MERLO, RALPH 3 ..� ap3 2185 W. SACRAMENTO AVE., CH CARPORT 6 -fl y a -. NOTES RESIDENTIAL j PERMIT NO;,042-160-077 __ _ 02-3138 t ! MERLO, RALPH i 2185 W. SACRAMENTO AVE., CHICO CARPORT SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 3/S/f_3 Signature e" n`� J=OK 0=NO10K Not . NotReadyable W, C RS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ootings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements .2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with ( Date Card B-1 Date Card B-1 Date Card B-1 Date ' Card B-1 MISCELLANEOUS Date DEC W, C RS, CARPORTS, GARAGES (Plans) OK except #'s 4�.'Z_opfng Requirements -Setbacks -Easements Date POOLS(Plans) OK except #'s ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Ewe 'c KFrmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 1.1. Ext.; Steps -Doors -Landings V. Braced Wall Panels Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS(Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. • Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 57. Siding -Nailing Veneer 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 60. Shear Walls; Nailing -Bolts Date Card B-1 Date Card B-1 Date 63. Infiltration -Walls -Windows Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Card B-1 Date Card B-1 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 65. Smoke Detector 26. Size Boxes & No. of Conductors Stapled 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 72. Elec. Outlets at Wood Panel, Int. & Ext. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 75. Garage Fire Door; Swing -Landing -Closure 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic Date 81. Guard Rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 85. A.C. Unit Disconnect, Electrical -Plumbing 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date 93. Water & Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 95. Address Posted 41. Sills Proper Materials & Anchors 96. Fire Sprinkler 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E (Rev. 12/96) APPLICATION ANDPERMIT �Z / ASSESSOR PARCEL NUMBER 0 ZONING BUILDING PERMIT OWNER 10 AT PH— TELEPHONE SO. FT. OCC. BUILDING VALUATION __!37 (� 1748 7724.00 .OWNERS MAILING DMT RESS 2185 W_ SA AMENM AVE-, CHICO CA CONTRACTOR'S NAME OWNER HONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 9724.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2185 W. SACRAMEM AVP CHiCO Energy Plan Checking Fee $ $ PERMIT FEE $ 213.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CARPORT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceAOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, mill 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 _L Main Service POOR TO L 46.00so NEW CONST. DWELLING OCCUP. SO U OR ADDNS. ( a ACC. erns. 3.5QFr: NON•ROSI�T RANCHO CIRCUITS @7,50 OWEPPARATUS 8 PO'.. LE RAOtlTLhT CIR. EX. OCCU . OUTLET OR FIXTURES 20 BQ 1.00 0 Ex. Occup. ouriErs Ao .GEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ©rtify that in the performance of the work for which this permit is issued, I shall mo 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 w rs' compensation provisions of section 3700 of the Labor Code, I shall f with cI tqQse provisions. > X Date �/' �� Signature Applicant - 9` Owner 10 Contractor ❑ Agent 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 ; i'� TOTAL FEE $213.05 HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fo which ees have been paid. ByZA4,rVDate !! 2 PERMIT EXPIRES ON 11 2r�d3 pate Receipt No. 364352 $211-09 ' WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 1� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t` 7 County Center Drive, OroJille, CA 95965 Phbne (5;30)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician/;�/ Date: tems required in order to apliif for a permit. All boxes MUST be checkek O ' marked NA in order to apply. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 1 2. Complete plans, 3 or 4 sets, signed by the p' reparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �4!Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form,'filleii out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Q.15. Statement of Intent for Non -heated and A/C Buildings ................... ........ ................, (fib° Sanitation and plot plan approval from the Environmental Health Department in ' 17. City of Chico Plumbing permit........................................................s...::............. ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ................. I... ❑ 26. Letter of Signature authorization ............................................................. , ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits .............................. :.......................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Ow C.D. $ ❑ 31. Other: When issued Telephone and hold f I have been 'nfor a of the a ove " etn a d requirements for obtaining a building permit. Applicant: 1 Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required r Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above.data by ❑ phone, ❑ mail, ❑ coun_te Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: N3a ote transfer by: Date: Yellow: Building Division s� ••� E.W. USE CAi Y Plot Ran Attached ilooa Ran Attachad Sent too 8.0. TO: Building Department FRO��,,M: Environmental Health SL46ECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Heal h Specialist Date 8/96 i OWNER -BUILDER VERIFICATION � Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing YMp1�, Please complete and return this information at your earliest opportunity to avoid ndoeogpq►y in processing and issuing your building permit. No building permit will be imzd until $ds verification is received. �I personally plan to provide the major 1 bor and materials for construction of the proposed property improv S O (:�)� HAVE VE NOT 0 signed an application for a building permit for the proposed M& 3. I have contracted with the following person (firm) to provide the proposedeonstivedo�: NAME: ADDRESS: CITY: PHONE: COtN-MkCTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: ' NAME: ' ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. [will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS - PHONE TYPE OF WORK SIGNED: OPERTYOWNER: NOTE: This Owner -Builder Verification is required by Section 198.11 and 19831 oVAtt California Health and Safety Code. This verification must be eongdded Md returned to our office before we are Permitted to issue the permit OVER OWNER 13UI-LDER INFORMATION � An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified - For your pecifiedForyour protection. you should be aware that as'bwner-builder you are the responsible p=rty ofreeoe+d ani nch a permit. Building permits are not required to be signed by property owners unless they are personally per£oemioi 16eir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work. with the acception of various trades that you plan to subcontract, you itmuld be aware of the following information for your benefit and protection: • If you employ or otherwise engage any persons other than your immediate family. and the work ('including mawrials and other toss) is SNO or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ I; you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may Ee Fnancial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more scecit:c information about your obligations under Federal Law, contract the Internal Revenue Serviu (and, ii You wish, the U.S. Small Business Administration). For more specific information about your obligations under Save Law, cc cac: the Department of Benefit Payments and the Division of Industrial Accidents. I: the mcn:r- is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or trroug,`t their own employees, without a licensed contractor or subcontractor, only under limited conditions. er" building A frequent practice of unlicensed persons professing to be contractors is to secure an "owner build pernit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10:0 N Street. Sacramento, CA. 95814. Please complete the -Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t rely, Ntic el C. Vi ira, C.B.O. ht ger, Building Inspection NOTE: Tlns Owner -Builder Inforrnalion is required by Section 19810 of rhe CalijornidXealth and Sajdy Cada. OVER UJ/ UY/ LUUJ IU. JJ r'F4QC_ Ul/ U1 APA Certificate ofn o formance Certificate 079713 THE UNDERSIGNED MANUFACTURER. HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of Engineered Wood Systems (EWS) were man- ufactured In accordance with the specifications indicated below. R 0 X ANSI Standard Al 90.1-1992, for Structural Glued Laminated Timber C 0 Job Name W -M N WOODS Job location Customer's Order No. _6 ?498 — Date 206a V3Mfgr's Order No. 1 1 SS 22F 1 IWP ZLQUARCH. PORT Ogmw CEDAR APP. INDV. WRAP Signature • W Title PRESIDENT Company WESTERN STRUCTURES Address P.O. BOX 23355, EUGENE. OR 97402 Date 7 -Feb -2003 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of Engineered Wood Systems (EWS) is subject to regular audit by Engineered 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. by 42: 2: J A &,' Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS -A RELATED CORPORATION OF APA- THE ENGINEERED WOOD ASSOCIATION ... ... - ------- . ...... ... . . . . . . . . . . . T! IA. 7 k7- ITUILDING DEPARTMENT .. ... .. .. .. . .......... .. ....... . A P P R" E''D MOSS LUMBER '5321 EjiStSift RD...... ..Name SUNSHINE POOLS TRUSSFROM LAYOUT REDDING, CA 96001 :Address: Job: Telephone: 244-0700 Fax: 244-3329 Telephone: R4 512 Date: .54 11/4/02 Drawn By: .. _... - Qty I Y j Job.....-. .... i Truss _.� Truss Type � I R4512 I AS ROOF TRUSS 12 1 ( tlonat) SR1 s Jul 26 2002 MATek Industries, Inc. Mon Nov 04 09:55:30 2002 Pape 1 moss lumber, REDOING, CA 96001• 22.0-0 {-- Zao•0 . t 2-0-0 .. —.... ..._ 5 6-0 5 8 0 • 5x8 11 3x4 �.- 4 3x4 "Plate Offsets (X,V LOADING Ipsf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 LUMBER SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.16 Rep Stress Incr YES Code UBC97/ANSI95 TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 DF No. I&Btr-G WEBS 2 X 4 DF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-G 30 1148-0 7.4.0 5x6 740 CSIDEFL In floc) WellTC 0.29 Vert(LLI -0.08 8-9 > 999 BC .0.40 Vert(TQ -0.15 8.9 >999 WB 0.19 Horz(TL) 0.03 6 n/a 1 st LC LL Min Udefl -380 REACTIONS (Ib/size) 2=854/0-3-8, 6-854/0-3-8 Max Grav 2-878(load case 2). 6=87811oad case 3) BRACING R7830337 Scale = 1:50.6 13 PLATES GRIP M1120 220/195 Weight: 175 Ib TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTE: UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP CHORD MEMBER WITH 1.5X4 M20 CONN. PLATES AT 24 IN. O.C. OR PURLIN SPACING, WHICHEVER ONE IS LESS ALONG TOP CHORD(EXCEPT AS SHOWN). NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2.3=-1247, 3-48-1057, 4-58-1057, 5-8=-1247, 6.7=24 BOT CHORD 2-9 -1120, 8-9 =728, 6-8-1120 WEBS 3.9=-279, 4.9=386, 4-8-386, 5-8=-279 NOTES 1) Design load is based on 20.0 psf specified roof snow load. 2) Roof design snow load has been reduced to account for slope. 31 Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 51 All plates are 1.6x4 M1120 unless otherwise Indicated. 61 Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. BI A plate rating reduction of 20% has been applied for the green lumber members. 91 This truss has been designed with ANSI/TPI 1-1995 critetla. LOAD CASEISI Standard BUTTE (�o�i BUILDING DEPAF APPROW ® WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with lsrTet connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of buMng designer–not truss designer. Bradng anewn to for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST46 Quality StoWard, D8B• 89 Bracing SpecMication, and MI1341 Handling Installation and Bracing Recommendation avallabla from Truss - Plate Institute, 683 D'Onotrlo Drive, Madison, wl 63719 /YIITek Industries, Inc. 9/9 'd—L106'oN 'ONI S318MONI N311W Wd0q NO. _1q*ft.W■s November 4,2002 :9 7,007 'b noel Job uss Type R7830336 �- {Truss Tr IR4512 jA ROOF TRUSS 16 1 a 460 _� ...—_. _— . _.� _ ....-.... _ - ' '- "'- ' -" '-" 4.201 SR1 s JUI 26 2002 (WTek Ind strias, Inc. Mon Nov 04 09:55:29 2002 age 1 moss lumber, REDOING, CA 96001 11-0-0 ._ 1660 ' ..— h--- - —6L - ..-._ -.-}-_24.0.0 1 -. ..- ._r.1 __ . -_.. . 2.0.0 5.60 5.60 5 60 Scale = 1:46.7 40 i 4 I 6.00 (12 �' •'% \` '��� 1.5x4 \\ % �� 1.60 5 of 3/ \ 8 7�1 of 3x4 9 3x4 30 5x6 1464 22-0-0 _Plate Offsets (X,YI_-_„ . [8:0-3-0,0-3-01 __._•—,. —.. —;_.—. __ LOADING fpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP .TCLL 20.0 Plates Increase 1,15 I TC 0.30 Vert(LU -0.09 8-9 >999 M1120 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TU -0.16 8-9 >999 BCLL 0.0 Rep Stress Incr YFS WB 0.18 Horz(TL) 0.03 6 n/a SCOL 7`0 Code UBC97/ANSI95 — _ 1st LC LL Min I/def! = 360 Weight: 95 Ib LUMBER , BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 5-10-8 cc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. WEBS 2 X 4 OF StudlStd-G REACTIONS (Ib/size) 2854/0.3-8, 6=854/0-3-8 Max Grav 2-878(load case 21, 6-878(load case 3) FORCES fib) - First Load Case Only TOP CHORD 1-2-24, 2-3--1181, 3-4 -1013, 45=-1013, 5.6x-1181, 6-7=24 BOT CHORD 2.9-1047, 8-9=706, 6-8-1047 WEBS 3-9--245, 4-9=363,4-8-363,5-8--245 NOTES 1) Design load is based on 20.0 psf specified roof snow load. 2) Roof design snow load has been reduced to account for slope, 31 Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 61 A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPi 1-1995 criteria. �BuTTE COUNTY BUILDING DEPARTME APPROVED November 4,2002 A 'd—L-106'ON 'DNI S�INISHNI NIIIW NdSt 9 ZnO7 't 'AON This safety alert symbol is used to attract your -A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor licensed contractor, erectoror erection contractor) to Property receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing wil most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal Injury or damage to structures. i RUSS°PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide fcr the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. TRl1SSySMF;tAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses, assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral I A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shiftingof individual trusses. are placed in a stable horizontal position. y the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly WARNING: Do not lift bundled trusses b prohibited. Frame 1 Diagonal brace also required on end verticals. D Top chords that are laterally &raced ran buckle togetherand cause collapse irthere is no di ego- nalbracing. Diagonal bracing should be nailed to the underside of the top c€.ord when purlins are attached to the topaide d the top chord. PLUMB f I I I � I Truss De th 2q. or /eg$ 12 3or8 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required WARNING: Failure to follow hese recommendations could result in severe personal injury or damage to trusses or buildings. A P I D(in) 9 I j I Lesser of i D/50 or 2" Maximum Plumb MisplacL-ment Line 12' Up to 24' 1 3/12 1 8'1 17 12 2' 3e' 3/4" Over 24'-42' 3/12 1 7' 1 10 1 6 60" 1-1/4" 5' Over 42' - 54' 1 3/12 1 6' 1 6 1 4 1-3/4" 7' 'A Over 54' See a registered professional en ineer f \ # DF - Dcugias Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir 0 �ry Diagonal brace also required on end verticals. D Top chords that are laterally &raced ran buckle togetherand cause collapse irthere is no di ego- nalbracing. Diagonal bracing should be nailed to the underside of the top c€.ord when purlins are attached to the topaide d the top chord. PLUMB f I I I � I Truss De th 2q. or /eg$ 12 3or8 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required WARNING: Failure to follow hese recommendations could result in severe personal injury or damage to trusses or buildings. A P I D(in) 9 I j I Lesser of i D/50 or 2" Maximum Plumb MisplacL-ment Line 12' 1/4" 1' 24" 12" 2' 3e' 3/4" 3' 4LF' T. 4, 60" 1-1/4" 5' 72' 1-1/2" 6' 84' 1-3/4" 7' 99, 2" 8' 108" 2" 9' BOW L(in) L(in) U2oo L 50" 14" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" I OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' I OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 E WARNING: Do not attach cables, chains, orWARNING: Do not lift singietrusses with spans hooks to the web members. A greater flan 30' by the peat. /61o°y 60°\ess or less Tag Approximately Approximately Tag Line/ i= truss length '/2 truss length Line Truss spans less than 30'. Spreader Bar `roe In Spreader Bar Toe In Approximately Less than or equal to 60' Approximately 1/2 to Y3 truss length Less than or equal to 60' Toe In Tag Li ne In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongb ack/ Spre3deirBar Appr:)ximateiy Y3 to 3/; -.russ length Greater than 60' Tag / Line Strongaack. ` SpreacecBa / 10' At or above mid -height i / Approximately 3/3 to 3/, Cuss lenc Tag - TagGreater than 60 Line CAUTION: Temporary bracing shown in this summary sheet is adequate fcr .he installation of trusses with similar configurations. Consult a registered profession3i engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance With TPI's Recommended Design Specification for Temporary Bracing of Metal malate onnected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is. possible. Typical horizontal tie member wrth multiple stakes (HT) Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir 9 V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLEL ; ' TOP CHORD CHORD TRUSS TOP CHORD l)IAGONALBRACE ° MINIMUM LATERAL BRACE SPACING (DBs) ;SPAMpEPTH Required SPACING(LBs) #trusses :. . SP/D.F SPF/H,:F: U to 32' 30.. 8' 16 10 Over 32'- 48' 42' 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir 9 V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmer Required 1� 20'(Dgs) t asses ey5 of 9`L WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A End diagonals are essential fo stability and must be duplicate both ends of the truss system. Frame 5 ''° (D8s) sSes 2' O.C.n. 30° or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4%2x6 PARALLEL ; Continuous CHORD TRUSS Top Chord Lateral Bracl Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno dia ao- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purl! no are attached to the topside of the top chore. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmer Required 1� 20'(Dgs) t asses ey5 of 9`L WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A End diagonals are essential fo stability and must be duplicate both ends of the truss system. Frame 5 ''° (D8s) sSes 2' O.C.n. 30° or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherand cause collapse if Thebe isno diago- nal braeng. iago- nalbraeng. Diagonal bracing should benailed to the usderaide of the top chord when purlins are attached to the topside of the top chord. 12 ___1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. Jyb trusses. 10' or Greater art, to the underside of the top chord when purlins AttachmenRequired are attached to the topside of the top chord. Attachment Required '3101 Begg WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 1 Over 28' - 42' 3.0 1 6' 9 6 1 Over 42' - 60' 1 3.0 1 5' 5 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous ToPe Chord Top chorda that are laterally braced can buckle Lateral BracAll lateral braces Requiredlapped at least 2 Jyb trusses. 1C' or Greater art, to the underside of the top chord when purlins AttachmenRequired are attached to the topside of the top chord. 23 _L11 Frame 3 �ry0 C,O�ci ey �Q Top chorda that are laterally braced can buckle Qty\ togetherandcause collapse ifthere isnodiago- I Jyb nal bracing. Diagonal bracing should be nailed ' art, to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater Up to 32' 1 4/12 1 15' 1 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir --- All lateral braces lapped at least 2 trusses. Bottom chard diagonal bracing repeated at each end of the building and at same spacing as tap chord diagonal bracing. L�5 L1y QWARNING: Failure to follow these recommendations could result in severe nersonal iniury nr damane to truscpc nr huildinnc Cross bracing repeated at each end of the building and at 20' Intervals. • NOV-25-02 MON 10:20 GARY HAWKINS 5308922700 (tel p vV1.e.r I Q Co- V- (Zoo't� bC vv► 5 ogre 3.1?i� (o. S 2�j r - t/Y G L `r WLU� Li,U3ul Lit U3 ul C j G cf vcv wt v► C �o f % !� S a �-- N GG. o 3 y o d�� 0 3 �aP.v�d S� `flAt t e- p I -f � Vern I - n Fl Go�ps owl �� f-411 C. co + h l f �aJ : • `D C -AI(, o , lit% aPp�' P. 01 BUTTE COUNTY BUILDING DEPARTMENT APPROVED 12 LA>/ 5T F. 5 L X33 E r jB x4X'l4 -rsp.t- Fo`w°T WHO, 45�F I CA L -E ', X4 BUTTE couuniTr BUILDING DEPARTMENT APPROVSD s I.r.) e V I Sw X X i S'TE�C. Pa 5TH l j STRUCTURAL CALCULATIONS F rank M. Glazewski architect Structural designer 1 Chico, California 95973 Tel (530) 343-4630 Fax (530) 894-8164 MW DOMINO' NOW Wind loading; ,Basic wind speed Z5 mph Exposure MORIN Design method Structure category Enclosed • Seismic, Seismic zone W-M,On GraMYloading; Assembly; Applicable DL LL Reducible LL? Sloped roof -less than 4:12 k1*000 j 11101901 KQjQ'Q'Q, Soil data; UBC Classification Allowable bearing 1.000 ksf r El Sloped roof - greater than 4.12 513 00140"0"1116;9WINO N Upper floor t, N rN0j000j tl Lower floor ` �,'ffl0Qffl MIN N A Soil data; UBC Classification Allowable bearing 1.000 ksf r El i ted. w) T� Z ,r82��' 208 ' See (A 3,12Sx (6.J z`1F-UN GL J Frank M Glazewski -Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530 893-0532 Title : Dsgnr: Description Scope : Job # Date: 1:27PM, 25 JUL 02 Rev: 550100 General Timber Beam Page 1 User: KW -0604815, ver 5.5.0, 25-Sep-2oo1 Description RB -1 General Information Dead Load Calculations are designed to 1997 Nos and 1997 IJBC Requirements �.I Section Name 3.0x16.5 Total Load Center Span 21.33 ft .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 Bm Wt. Added to Loads Camb-:: ; rising 1.5 • Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 1,800.0ksi Full Length t.►niform Loads Center DL 182.00#/ft LL 208.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ummary Dead Load Total Load Left Cantilever... Dead Load Total Load Defl, _ .on Beam Design OK _. Span= 21.33ft, Beam Width = 3.00Oin x Depth = 16.5in, Ends are Pin -Pin Tion 10.665 ft 1 10.665 ft ...Length/Deft Max Stress Ratio 0.672 : 1 ;th/Deft 572.6 276.34 Right Cantilever... Maxi•;,-Im Moment Camb-:: ; rising 1.5 • 22.9 k -ft Maximum Shear * 1.5 5.6 k Allowable 0.671 in 34.0 k -ft 0.0 Allowable @ LQil 10.2 k Max. r_., i:ive Moment 22.86 k -ft at 10.665 ft Shear: @ Left 4.29 k Max. r:,:;a:ive Moment 0.00 k -ft at 0.000 ft @ Right 4.29 k Max C' :.eft Support 0.00 k -ft Camber: @ Left 0.000 in Max i<: '.i ;ht Support 0.00 k -ft Rb 0.000 Cl 0.000 @ Center 0.671 in Max. M oliow 34.03Reactions... Allowable fb @ C::.:t. r @ Right 0.000 in fb 2,015.56 psi tv 113.30 psi Left DL 2.07 k Max 4.29 k Fb 3,000.00 psi Fv 206.25 psi Right DL 2.07 k Max 4.29k Deflection:: Cen!e n... Dead Load Total Load Left Cantilever... Dead Load Total Load Defl, _ .on -0.447 in -0.926 in Deflection 0.000 in 0.000 in Tion 10.665 ft 1 10.665 ft ...Length/Deft 0.0 0.0 ;th/Deft 572.6 276.34 Right Cantilever... Camb-:: ; rising 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.671 in ...Length/Defl 0.0 0.0 @ LQil 0.000 in a F-::. ht 0.000 in Stress .Cal : Vii« Benclin ..:-.,lysis Ck 19.865 Le 0.000 ft Sxx 136.125 in3 Area 49.500 in2 Cv 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ C::.:t. r 22.86 k -ft 91.46 in3 3,000.00 psi @ Lu;: �support 0.00 k -ft 0.00 in3 3,000.00 psi @ R::i;i Support 0.00 k -ft 0.00 in3 3,000.00 psi Shear A:,.,;ysis @ Left Support @ Right Support Dc,:;;:• ':hear 5.61 k 5.61 k Ari.: :.: ed 27.192 in2 27.192 Int Fv:.-. .:--)Ie 206.25 psi 206:25 psi Bearin_ :supports Max. I reaction 4.29 k Bearing Length Req'd 2.199 in Max.: ., .i Reaction 4.29 k Bearing Length Req'd 2.199 in viIsna) � Z 3 5(. 009 0) 01,%13 = WNL` Setsi,fc� knAX load Jai s-,,- Co peq._ l��lliZ>,o/LI US (/7 5 Exposure; B Importance factor; z �4.10q� � Basic wind speed; 75.00 mph qs psf Roof pitch; 6 in 12 angle 26.57 degrees PRIMARY FRAMES AND SYSTEMS Direction ELEMENTS AND COMPONENTS Ht. <0'-15'> <205 <255 <305 <405 Ce 0.62 0.67 0.72 0.76 0.84 0.0108 WALLS 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; ,1:20 0.0108 Windward walls; H,,06 0.0072 0.0078 0.0084. 0.0088 0.0097 Inward Leeward walls; - 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; 0.0136 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF Enclosed and unenclosed structures; Wind perpendicular to ridge: Slope < 7:12; 30 - 0.0117 Leeward or flat roof; jM-70A 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Slope 2:12 to less than 9:12 IM 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total; 0.0207 0.0090 ; 0.0095 0.0104 0.0110 0.0122 0.0167 Wind parallel to ridge and flat roofsOp70 0.0195 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; .. 0 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; ,1:20 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; x1160 . 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 131) 0.0117 0.0126 0.0136 0.0143 0.0158 Outtin ROOF Enclosed and unenclosed structures; Slope < 7:12; 30 - 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; :3 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; i,0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; 60_ 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12;80 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; - ; 0.0153 0.0165 0.0177 0.0187 0.0207 Outtin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers; Roof eaves, rakes or ridges without overhangs Slope < 2:12 Slope 2:12 to 7:12 Slope > 7:12 to 12:12 , For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 1r5 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 20 0.0108 0.0117 0.0125 0.0132 0.0146 Inward 0.0207 0.0223 0.0240 0.0253 0.0280 Upward 0.0234 0.0253 0.0271 0.0287 0.0317 Outward 0.0144 0.0155 0.0167 0.0176 0.0195 Outward 2jti , . 0.0252 0.0272 0.0292 0.0309 0.0341 Upward q Seismic factors foMr<:uctuWs ;;11997 U1, Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor0 System description: (Table 16-N) 1. Cantilevered column elements R 2.200 Numerical coefficient no 2.000 Seismic force overstrength factor h, fOrEU feet Input C, from table 16-R: Input Nv from table 16-V: CV Nv Input Ca from table 16-Q: CaQ360 . Calculate numerical coefficient CT: Building frame system: Wood framed and all other buildings � CT 0.020 For all structures, the value T may be approximated from the following formula: T = CT (hj"' 0.11 sec. • (30-8) The total design base shear shall be determined per UBC 1630.2: V = [( C, * I ) / ( R * T )],x W = 2.18 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)IR x W = 0.409 W (30-5) The total design base shear shall not be less than the following: V = 0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)IR (W)= 0.109 W F = 0.409 W Design factor for structure y ciesiyn-tytzy-1 sfeel col��✓►: Pi o� X Pi4: 1,63q r 1 lM RAM Advanse File \\Vaio\d\Frank\02-024 Merlo carport\Column.AVW Units Kip -ft Date 3/21/02 8:17:03 AM Steel Code Check AISC design Design code A S D Note.- Plane 1-2: Design for bending moment about axis 3 and shear force parallel to axis 2 Plane 1-3: Design for bending moment about axis 2 and shear force parallel to axis 3 Load conditions included in the design: C1=0.75dl+0.75eq 1 ` 1 - C2=0.75d1+0.75rll+0.75eg1 - C3=0.75dl+0.75d1-0.75eg1 - C4=0.75d1-0.75eg1 - C5=dI �- C6=dl+dl MEMBER1 DESCRIPTION: Section : HSS_SQR 4x4x1 4 Material : A500GRB Floors : 0 - 0 Fy : 6624.00 [Kip/ft2] Plane 1-2 Plane 1-3 1 DESIGN PARAMETERS L IN 8.00 8.00 ' Lb IN 8:00 - K 2.00 2.00 Lateral bracing No No CONTROLLING FORCES - SHEAR Load condition : C1=0.75dl+0.75eg1 Distance [ft] 0.00 (0%) Shear [Kip] -0.68 0.00 Torsion [Kip•ft] 0.00 - CALCULATED PARAMETERS , fv [Kip/ft2] 68.76 0.00 Fv [Kip/ft2] 2649.60 2649.60 ftor [Kip/ft2] 0.00 - Ftor [Kip/ft2] 2649.60 SHEAR CHECK fv/Fv 0.03 0.00 ftor/Ftor 0.00 - CONTROLLING FORCES - BENDING Load condition : C2=0.75dl+0.75rll+0.75eg1 Distance IN 0.00 (0%) Moments [Kip•ft] -5.87 0.00 Axial force [Kip) -5.11 - CALCULATED PARAMETERS ; fa [Kip/ft2] 217.73 - Fa [Kip/ft2] 1290.44 - fb [Kip/ft2] 2597.00 0.00 Pagel I P 1 Fb [Kip/ft2] 4371.84 4371.84 DESIGN PARAMETERS t KUR ' 126.30 126.30 F Cb 1.75 1.00 Cm 0.85 0.85 Fe [Kip/U] 1347.99 1347.99 Curvature Single Single INTERACTION EQUATION fa/Fa = 0.17 (compression) I ; Controlling equation 1-11-1 = 0.77 Status OK I P 1 � �i O:jo0 �47/�o fu j e41A 0 S c pAr 11 � r• 12- pAr 11 ------------------------------------------------------------------------ Rev 2-14-94 .Pole footing ------------------------------------------------------------------------ Description >>Typical footing ------------------------------General data ------------------------------ Applied point.load > .680 kips Height of applied load > 8.000 feet _ Constrained? - > ' Y y/ N l/z OK Lateral pressure/ft'depth > 200.000 psf Diameter > 2.500 feet Square/round > r S/R Embedment > 3.670 feet --------------------------------Summary--------------------------------- S1 > 244.667 ' S3 > 734.000 ------------------------7----------------------------------------------- Depth .> 3.550' feet ----------------------------------=------------------------------------- -•-�--. Creak �-�� l �a.�, o�.dj � . -I,o) .20 i Pal( L? UJ - !;'� t_y r I1 t•. r) r r � 1 (J r� -'! (�d .<•nvrt i i 1 r Lateral load applied to column; kips at; 0 feet Design moment; 5.44 ft -kips Column dimension in direction of load; 4:U0' inches Baseplate dimensions; In direction of load; X0',00 inches Perpendicular to load; '• 1'0:00 inches Distance to bolts; x;1:50 inches from outside of plate Length of moment arm; 5.67 inches 0.47 feet Calculated Tor C; 11.52 kips Calculated bearing pressure on concrete; p; 0.234 ksi Concrete fc; ksi Allowable p; 0.75 ksi Calculate required thickness of baseplate; Bearing pressure at edge of'plate; 0.234 ksi • Bearing pressure at face of column; 0.151 ksi Moment in cantilevered portion of baseplate; 0.929 in -kips tregd 0.484 inches . 112- 11 C( OL we Ids WI Y-., 191 ' El. H I Weld CJI ci✓JL)hd +-0� �.� TS 4),/V oK y ��vxx efecf`odesl srecrul i�► _ Gf r aeS�n baSeElole Ghd, a,,, or 6o Its l�aSe (we - s bOlfs f IS CONCBOL3 9:25 AM 3/21/02 -------------------7---------------------------------------------------- Rev 05-09-94 Anchorage to concrete Description >>Typical anchor bolts ---------------------------------General-------------------------------- Special inspection ? > n Use multiplier = 2.0 Concrete strength f1c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > _2.000 1 => Plate supported on grout pad 2 '_> Plate supported on concrete surface 3 => Plate embedded flush with concrete q5 for bolt shear strength > .600 Is reinforcing provided for shear ? > n 0 for concrete shear strength > .650 Are bolts embedded beyond far face reinforcing ? > n. q5 for concrete tension strength > .650 ---------------------------------Loading------------------------- ------ Shear: Tension: V (WL) > .000 kips T (WL) > 11.520 kips V (LL) > .000 kips T (LL) > .000 kips V (DL) > .000 kips T (DL) > .000 kips Load combinations - Shear ----------------------------------------------------------- (9-1) U = 1.4D + 1.7L > > .000 kips (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > .000 kips (9-3) U = 0.9D + 1.3W > .000 kips Vu . Umax * multiplier > .000 kips Load combinations - Tension ----------------------------------------------------------- (9-1) U = 1.4D + 1.7L > .000 kips (9'-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 14.688 kips (9-3) U = 0.9D + 1.3W > 14.976 kips Pu Umax * multiplier > 29.952 kips -----------------------------Bolt group data ----------------------------- Bolt grade > 3.000 1 => A307_ 2=> A325 3 => A36 Specified min. tensile strength > 58.000 ksi Bolt diameter (d) >.750 inches Head diameter (dh) > 1.125 inches Bolt area (Ab) > .442 in -2 Bolt spacing Row spacing Number of bolts/row Number of rows > 7.000 inches > .000 inches > .2.000 > 1.000 Bolt embedment > 12.000 inches Concrete depth > 24.000 inches ED1 > 9.000 inches <Loaded.edge> ED2 > 9.000 inches <Unloaded edge> ED3 > 9.000 inches <Side 1> ED4 > 9.000 inches <Side 2> --------------------------------Summary--------------------------------- Shear check For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. The strength of the weakest stud times the number of -studs. 2. The strength of the row of studs nearest the free edge in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. Check bolt(s) near free edge OVC > 24.519 kips 2,.000 Bolts considered Vs > 30.749 kips 2.000 Bolts considered Check bolt(s) farthest from free edge OVc > 24.519 kips 2.000 Bolts considered Vs > 30.749 kips 2.000 Bolts considered Case 1 > 24.519 kips Case 2 > 24.519 kips Case 3 >" 24.519 kips t q6VC > 24.519 kips Vc > 37.722 kips Vs > 30.749 kips PS > ,46.124 kips <0.9 * Ab * f's> Ao, > 449.890 in^2 <Tensile stress area> OPC > 58.486 kips 1 * (f'c)".5 * 4 * Ao> • Pc > 89.978 kips ------------------------------ Unity.check------------------------------- 1/0 [ (Pu/Pc) 2 + (Vu/Vc) 2 ) > - .170 (Pu/PS)2 + (Vu/VS)2 > .422 1 c� h- F h- IAd LLJ W t.0 LTJ LU _.2._ U) N N no o LO O C � n � 1* N. N, (V N N �J °�f►�Y aetcA vo vt � t-Dto le �, I z -`frY s 'Q rt;y,' . T f:.t �.t 'R`L s :•+. JriL`.rxt jY c }•;� 5 ;�' Z.-% Yap- ".:'i s..�r,-v i e. EX UaE 69bLV:' Piot Pian Attached rlooa Plan Attached* Sant to B.D. T TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance —07? evn�a?— Owner Location AP# Pjan Approved for: Sewage.Disposal 4-" V Water Supply: Public Private Well 'Clearance for dwelling. Other, Hold final for: Final clearance O.K., for:. NOTE: nmental Health Specialist 8/96 Date RES DENTIAL ' 042-160-077 :MERLO,,Ralph & VickiPEIT#95-0215 12185 W. ,Sacramento Ave. New p' Sacramento Swimming Pool Chico i. h 1 T f/ L f r Q t i . 1 ' S� t ' r � � t ' t ` y C 1 7 , 4 JOB FINALED (Date) r Signature J=OK O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 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- Beam s-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 Sucks -Easements ks-oils; Compaction -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. E190;.; Enclosures; Conduit Entries -Terminals -Listed lec.; 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. Healt epartment Approval t1-111-umb.; Cir. Test -Water Supply Test Date If. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / [11t. ft. / /-Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date 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- Beam s-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 Sucks -Easements ks-oils; Compaction -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. E190;.; Enclosures; Conduit Entries -Terminals -Listed lec.; 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. Healt epartment Approval t1-111-umb.; Cir. Test -Water Supply Test Date If. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6 'J OK O=Not OK = Not Applicable RESIDENTIAL. (; Not Ready Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-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. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ft's 16. - Water Htr.: Vent -Access -Combustion Air -Baffle -------------------- ---------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ---------------- --------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection --------------- --- - --------------- 19. Shower Pan: Test, First Floor -Tub Access 20. -Test -Tub & Shower, Second Floor -Tub Access -- 21. Gas Pipe: Size & Anchors Date - Card B_1 --- Date - Card B-1 - - - ------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection -------- ----- -------- ----------------------------------------------- --------- 23._ Elec. Receptacles Spacing -Lights & Switches at Doors --------------------------------------------------------- 24 Size Boxes & No. of Conductors -Stapled ----------------------------------------------- -- -------------------------- 25. Romex Insta led Close to Edge of Studs & C.J. ----------- ----------------------------------------------- _ 26. Equip. Ground made "up w/Mech. Fastners-Bond Gas & Water ---- ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI - ------------------------------------------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. _ Cu or AI - --------- ------------------------------------- 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 ----- - ------------------------------------ - - --------- 33Smoke Detector ----------------------------------------------------------------------------- - Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ir's 34. -.A. -C.- Ducts Insulation & Support -------------- In3u-1ation &-Sup-port Vent Fan Ext-aust above insulation ---------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------------------- - ----- - --.-....- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------- 38 ---------- 38 Attic Access & Platform if Furnance in Attic ------ ----------------------------------- --------- ------------------------- Date Card -B:1_____. Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors - - - ---- -- --------------------------------------------------------- ------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound - ---- - ------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ---- -------------------------------------------------------------------- --- -- 42. Draft Stop m Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Nngle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Purl in -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 -Walls -Ceilings 60. Infiltration -Walls -Windows ----------------- Date Card B-1 Date Card B-1 ------------------------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s -------------- 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection ------- ---------------- - 64. Bedroom Exiting ---------------------------- ----- __ 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------------------- 67. --- - -------67. Stairs & Rails 68 Fireplace or Stove: Cibarances-Hearth --------------� -- -------------------- 6J. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance - -- .._....I ------------------------- - - 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-Mech. Protection 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7 .Insulation -Foam -Looked in Attic ❑ Yes __ __ 78. -Guard -Rails & Deck -Co nst ruct ion -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------- 81. Stucco: Brown -Finish - - 82. A.C. Unit; Disconnect Electrical, Plumbing ------ -------------------------- --- -- 83. Vents Above Roof: Plb9 - APP liance-Firep lace. -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. ---------------- --90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates- ------ ------------------------------ --- -- Date Card B-1 Date Card B-1 ------------------------------------------- ------ Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 - 95- ®aL�� ASSESSOR PARCEL NUMBER 042-1 — ZONI` ^ J BUILDING PERMIT OWNER VICKI TELEPHONE SO. FT, OCC. BUILDING V OWNER'S MAILING ADDRESS 5 W SACRAMENTO AVE, CHICO 95926 ST 12,900 CONTRACTOR'S NA6K TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 2185 W SACRAMENTO AVE, CHICO PERMIT FEE $ 187.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 15.00 Each gas water heater or vent 15.00 USE OF -STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOT, 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 IX Addition ❑ Remodel ❑ Utilities ❑ Installation ID Other O Describe Work: MAI,;TFR ql —5ni PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP.T. OR AODNS. ( 8 ACC. BLOS. ) 3.5C FT. F NEWCONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Coop, y license is in full forc and effect. License No. , / Classification — 5� C— 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) ❑ I am exempt under Sec. Business and Professions Code forthis reason I POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. @ .50 FIXED APPLN S. OR Ex. Occup. ( OUTLETS (RESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRICAL 130.00 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. 'V 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 $ 50.00 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. 1 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 agree to save, indemnify and keep harmless the County of Butte against all liabiliti , dgments, costs, ppd expenses which may in any way accrue against said Crul in onseq enc f t granting of 's permit. X Date c2 — 8 — T s— Signature of Applicant - ❑ Owner VQ 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 1 $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ 272.00 HAZ. I D. FEES IMP FLOOD I COF PARCEL PO H I I >1 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 (bate) Receipt No. 1711917 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNMOF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPME T,,SERVICES F 1469 Humboldt Road, Chico, CA ` (916) 891-2751 7 County Center Drive, Oroville, CA -.(916) 6384541- 747 38-7541747 Elliott Road, Paradise, CA - (9.16) 872 -6307 - CORRECTION NOTICE -r: OWNER PERMIT NO. `as: A routine inspection indicates that the following violations of Butte County Ordinances exist at r< 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. (27 -No 7' Ccq4-�4ZWeW .:f . A i35 T Date '(`s —q L Inspector REV 10/92 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 Apfety 45`a2�5 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. Date CV5 Inspector REV 10/92 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95.965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ��I L.f/� A. P. No. O7,;2 - x(00 - 017 Proposed Building Use f o 0 L Building Inspector GI C & s Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 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. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 1 Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval 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). ,J 21. Pre -inspection for required. / y �� ( 1. Contractor's license information. (No., Name Style, Classification). p1�-,'��4r� 22. Certificate of Workmans Compensation Insurance. o;//�5�'""_ 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 check list. 33. 34. When you issue the permit, process as follows: _�_ Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Applicant Date .0-8- T5` 221 EXPIRATION OF APPLICATION II Applications for which a permit has not been issued, will expire by limitation one year aftieir�e of a cation. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. ­�, ,_ , _ _ i Original - Applicant E.H. I Is 1: ONLY �+y r Phil Plan Atudied _ V s Hour Plan AtwOwd t sant to II.U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .2lq5 LV. Crd � z�2- lGD-D 77 caner Location AP# Plan Approved for: Sewaoe Disposal Water Supply: I'ublic Private Well Clearance for bedroom mobile honk. Other Hold final for: Final clearance O.K. for: NOTE: /_ 'eozz,�4 *,-A&—", Environm tal Health pecialist 8/92 3- /3 -17s - Date COUNTY OF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) Zf es L/ 2. I (have/have not) 0 r signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Prop( Socia Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. - This verification must be completed and returned to our office before we are permitted to issue the permit. 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 ZONING r BUILDING PERMIT OWNER TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTO WS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ' Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'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 ❑ Addition O Remodel ❑ Utilities O Installation ElOther ❑ " Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLDS. ) 3.50 FTSO CONTRACTORS LICENSE LAW I dlare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and y 'cense is in full for anT_gf ct. r, C t Q License No Classification v O I, as the owner, or my employees with -wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) . @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 50 Ex. Occu FIXED APPLNS. OR p" ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. T [ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certify that 1 have read this application and state that the above information is correct. 1 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 agree to save, indemnify and keep harmless the County of Butte against all liabilities, gments, costs, and expenses which may in any way accrue against said Co ty c nsequen a of gra ting of this pe it. G� X Date ' f / S Signature of 4plicant - ❑ Owner ontractor 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 IMP I FLOOD I COF PARCEL PD ND ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY PERMIT EXPIRES ON IDetel provisions to do work paid. Date Receipt No. WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT R IDENTIAL 042-160-077 94-0389B,P,E,M MERLO, RALPH & VICKI 2185 W. SACRAMENTO AVE., CHICO NEW SINGLE FAMILY ..a OFFICE COPY Address 49:41 w, T;oa GAS Meter By Date ELECTRIC Meter By " Date 1004 i ,J OFFICE COPY Address GAS Date_ Meter By '• ELECTRIC i Dat —_ / i Meter By JOB FINALE Signature V=OK " O Not OK -=NotReadyable MOBILE HOMES =Not Ready Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Teat-Fell-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Teat-Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a ` 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 Teat-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK • O = Not OK ,• - = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = I 3fFtg., Garage; Soils-Steel-Elec. Grnd. / /" Ftg. Depth I !-2g., Porches & Decks; Soils -Steel-/ /Ftg. Depth Mai ' &lHold Downs and Special Anchors 9' D.W.V.; Fall -Fitting -Teat -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test tPolwater Pipe; Test -Anchor -Regulator -Service Test 1!?. Electric; Underground . Pie. ums & Ducts; Clearance -Material -Support -Ina. 14"G-ilrders-Sills-Anchor Bolts -Joists -Vents -Cripples —15—'Access & Ventilation 16. Insulation f"4 C < ./ / (i( Date/Initials PLU BIND Permit OK except #'s ater Htr.; Vent -Access -Combustion Air -Baffle 1fZater Pipe; Test & Anchor -Nail Protection 'If .W.V.; Test -Fittings & Anchor -Nail Protection 14.' Shower Pan; Test, First Floor -Tub Access 1 2eyest Tub & Shower, Second Floor -Tub Access 2 . Gas Pipe; Size & Anchors Date/initials ELE TRICAL Permit OK except #'a 22. #ixture & Transformer Clearance -Ins. Protection N( Eiec. Receptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors -Stapled �omex Installed Close to Edge of Studs & C.J. 24f Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 272 Appliance Circuts in Kitchen & Conductor Size/GFI 26\. �Sul.ifeed Wire Size / / ga. Cu or Al -kb. Wire Size / ga. /.amu or Al 2p( Range Circ. 0/ a. 9 � 9 or AI -Oven Circ. // ge. Cu or Al. Insulated Neutral ❑ Yes LT No 3d.' gervice-Riser Conductors & Ground -Main Disconnect _ 3,rFquip. Clearances Panels -Motors -Mach. Equip. 3 . clothes Closet Light -Shower Light -Spa Light Smoke Detector v Date/Initials M9CHANICAL (Permit) OK except #'s . A.C. Ducts Insulation & Support 36. Vent Fan; Exhaust above insulation 36( Condensate Drain & Overflow; Size & Grade 37 Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 36. Attic Access & Platform if Furnance in Attic V/ �. Date/Initials FRAMING (Plans) OK except #'s 37. Sils, Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41/ Bearing Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) 41W W. Fire Stops; Furred Ceilings-Stairs-Chasea-Tub 4_. Headers & Beam -Size & Bearing "Gate/Initials FRAMING (Continued) 45. yanuers-Post Caos-Anchors-Connactnrs..... ,Y, `�­ 49. Cing. Joist-Rftr. ties-Purlin=roof B -Truss hthnn -Afnn Q --fl lace Ties or e -Fireplace Throat clearance tti cress; Size & Romex Protection -Draft Stop -Ins. Baffles 49. m. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing Z" operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. airs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 . pl ood on Roof Overhang -Attic Vents -Rafter Outriggers 55. 1ding-Nailing Veneer L Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection-Skyllghts-Plastic 56. S ar Walls; Nailing -Bolts SNW.- Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows [on Protection -Land) §7 Smoke Detector W. Fu`rnace; Vents -Clearance -Comb. Air-Connector- fin,Garage; Above Floor -Ducts -Mach. Protection 613. G„F.I. & Bath Fixtures & Tub Access-SDa 66.41ec. Trim & Subpanel; Breaker Sizes & Labels VY -Stairs & Rails 164ireplace or Stove; Clearances -Hearth Arg-Elec: Outlets at Wood Panel; Int. & Ext. d0!1(it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance LV'Elec_. Outlets & Receptacles at Kit. Counter 7 . arage Fire Door, Swing -Landing -Closer . AC. Duct in Garage -Damper Wtr: Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Garage; Above Floor -Mach. Protection Elec. & Mach. Equip. Listed for Location 71V, Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 771 Insulation -Foam -Looked in Attic ❑ Yes 14 Guard Rails & Deck Construction -Post Caps 1< Film Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under FI r ❑ Yes -adFdl(owing instld.; Driy� es 13No; Walks C3 Yes No; %PI nters• 13 Yes �� 4r 1c_co; Brown -Finish 62. K. Unit; Disconnect, Electrical, Plumbing . Vegt's Above Roof; Plbg: Appliance -Fireplace: Clearance to it Well; Disconnect, E rior Elec. Trim; G.F.I. 86. entilation Throughout House Glass Protection rr ctions from Previous Inspections G a Test -Meters Tagged; Gas -Electric p2eOater & Sewer Connected -C/O to Grade -HD Approval fV-�Energy compliance Certificate -Other Certificates Comments at Final: x 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 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, pleas2r," ditact this office immediately. ..T-11- 'o �. �{ ^A /Ciir�1-1 - -` I L),/ s- rz . ) S< T'— I til RaJd4 111' XA4CL ✓,Atm 'a/e^j l3Lv,�k-jq r Q A fc,y e. Date l Inspector At6 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754PERM[NO. APPLICATION -AND PERMIT 03 _1 ASSESSOR PARCEL NUMBER 042-160-077 ZONING ASR(A5) BUILDING PERMIT OWNER RALPH & VICKI MERLO TELEPHONE 345-4254 SQ. FT. OCC. BUILDING VALUATION 2601 R 140,454 OWNER'S MAILING ADDRESS 705 LAWN DR., CHICO CA 95926 799 M 14,382 CONTRACTOR'S NAME OWNER TELEPHONE O 308 M 5,544 640 C 8 320 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 170,200 Filing Fee I $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 577 20 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2185 tid SACRAMENTO AVE., CHICO PERMIT FEE $ 0 8.20 . PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 - Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF'L Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New R Addition C1Remodel ❑ Utilities ❑ Installation O Other O Describe Work: I RF.nRnnM PERMIT FEE $ 185.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 000V OR LESS I 23.00 200A OR LESS 23.00 Main Service ( 200A TO 1000A I 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLOS. ) 3.50 FT; NEW CONST. MULTI -OUTLET NON RESID. ( BRANCH CIRCUITS I @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. license No. Classification V1, 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) ❑ 1 am exempt under Sec. , Business and Professions Code forthis reason 1 POW ER APPARATUS I 1 & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I BALL @ 1,50 Ex. Occu FIXED APPWS. OR p ( OUTLETS (RESID.) EA. I 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. ❑ 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 Ce�,rtificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 171.60 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating ATTIC SPLIT 15.00 Cooling INKOR Hood 6.50 6.50 t34.50 Ventilation 13,50 PERMIT FEE $ 75.00 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 agree to save, indemnify and keep harmless the County of Butte against all liabilities 'udgments, costs, d expenses which may in any way accrue against said County In onseq nc�"' f t�ingpermit. l..Date �� / Signature o Applicant - wner ❑ 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 $ 6.00 ocC CONST. TYPE TOTAL FEE $ 1,985.80 HAz• D. FE �X IMP OD . CDF PARC PO HD ISSUE/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. i �7 � ` / By Af Dat a PERMIT EXPIRES ON l 7 lDe tel Receipt No. 156229 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Building Owner Building Location ENERGY INSTALLATION CERTIFICATE EeLe, , G q cTL` 747,E . Building Permit # 7 el- 3e, DESCRIPTION OF INSULATION ROOF Material Thickness(inches) Brand Name Thermal Resistance (R Value) CEILING Batt or Blanket Type '36 -r'43f!��-'�'Srand Name -Thickness(inches) 04010-11V /Z' Thermal Resistance(R Value) Loose Fill Type., F'BfR-6n SS Brand Name Minimum Thickness (Inches) Number of Bags Wt. per bag lb. Area covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED Material .T?=I1 4347-r5 Thickness(inches) FLOOR, SLAB. Material Thickness(inches) Width (inches) FOUNDATION WALL Material Thickness(inches) Brand Name 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, 1s consistent with -approved building department -"plans --and at-tachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAE / OWNER SIGNATURE OF INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, ab 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 Lequirements. 000140R-- '3U I C. DC= fiz BUILDING CONTRACTOR/OWNER (Please Print) ( RM NAME) zl ' o /"L �� SIGNATURi OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. // -1-) 3- 7y 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 COUNTYOF BUTTE - DEPARTME�F D a VELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOPNIA95965 -TELEPHONE (916) 538-7541 PERMIT APP, ICATION DATA SHEET / V OWNER Proposed Building Use 6 P L'o A. p/,No. 4/� —/ - 0, 7 Building Inspector V Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: I DATE RECEIVED BY 1. All items have been submitted. ...... J ................................. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... l/Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 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. ........... U- Fees of $ . ......................................... 11. Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ...... . 13. Flood elevation letter (100 year flood) by California Engineer.. JVA � .ac�06z 14. Sanitation and plot plan approval G �� Health Department. ............ 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: _UIAContact Land Development about (A) Improvements (B) Drainage. ....... . P riveway permit (construction approval required prior to occupancy). .. .. .. Z ' / y �- 20. Pre -inspection for required. ..t.B.'Id 9 �spe�e (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 61?(lOwner -Builder Verification (Given to owner Mail to owner .. Recorded copy of Agricultural Acknowledgement Statement . ................. Z::�-�. 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. Plarljcheck lift. .... . ....... ...� .. ........................ 33. -- - 34. --- When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone <4 -5L-{ and hold for pickup at 605eff CN / 6- office. Deliver with inspector, Other Y Parcel Creation Acreage Applicant 4?��ADate J 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 is�as�ce:(Circl / * m c ). 1. Index permit for above items No. �- 2. Additional items required: Contractor, design , ow , was advised of above required data by _ phone —mail Counter bWQ Date o2 � Contractor, designer, owner, was advised of above required data by _phone _ mail Counter by _ Date Plans checked by - Date Date Plans approved by ��— Date , Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department ' FROM: Encroachment Permit Section RE: Driveway`Clearance �i Gl. &-' O Z� � � C24157 Ile. "u ��� �Z— l6y — 077 owner location AP # Driveway permit si ature has been issued for the above property. z- /S-yy date L.H. USE ONLY Plot Pian Attached � 1:1 ,r Han nuach.d V TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal A---- Water Supply: Public Private Well v Clearance for bedroom mobile home. Other j��r ,e�r�n! ��-°Sl�✓����e. Hold final for: CleCr���Ce✓'=hS7`ey„i�����ii5¢rT�i Final clearance O.K. for: NOTE: ; e ase vnecr7- o%rne,� 1,:e_ %mel/ ®.j 4,0,;U It e S Ia. a6e Environm tai Health Kpecialist Date 8/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (9.16) 538-7541 OWNER f'�I�.1eL-Z� A.P. #QV,;Z-I60-07% PROPOSED BUILDING USE S, DATE �� REC. # DATE REC 4(/ 1 FEES SCHOOL DISTRICTy�7 J�(paid at District Office) ......................... / Vo Z-75 2. SHERIFF FEES (paid at Building Department), Residential......_x 3&0 _$ 3 � unit amt. Commercial (sgft) x _$ 3. URBAN AREA FEES sq.ft. amt. (paid at Building'Department) Residential (per unit) x -$ # units amt. Commercial (per sq. ft) x -$ sq. ft. amt. .4. RECREATION DISTRICT FEES (paid at District Office) .......................... z �� 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. �v it 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTR At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District�SCO IX,�L i e� Building Department No. A.P: Number &-7 7 -7 Jurisdiction City ] County Property Owner. Property Location/Address (N . ac 0-1 kcsk o d Subdivison Lot No. Residential Development 0 Sq. Footage &O No. of Living. MHI Addition (Group R) Units Commercial/Industrial 0 = Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department presentative Date (Floor Plans reviewed by School District Personnel) District Identification No. q`t O027 '5 School District certifies that (Applicant) `los QU) n 4-1a s4 (Street Address) (Phone Number) (City) (State) /5 (Zip Cc has complied with the requirements of Resolution No. qq ' a� by payment of $ Na 9 i s representing :C;419 01 square feet. School District Representative Paid by Check Number " �� Remarks: Bank Number Paid by Cash 7 v - Date 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 (CEQA), 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) feeform.wkl (4/92) r... .. , ..�. .- .,r.,--,,..i..,..w _ •—.•-.„t,..,rti."„s,.�^^'t'his`r.r•�r.iiii'4lr.e7«.:,Ct'►`.`.Y"'�tjM.f,�•.a'�"`Lr.'S".t. y...++,... i w«syw: 9t ' • ` A BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATIONpAND­PARK DISTRICT Assessor Parcel Number (s) 11Z - /6 7 - % Property Owner P4 C- P.Al f ' ,= R L O Project Location/Address ? A e V E Subdivision'. Lot Number(s) Residential'Development: (check one) New Development _Alteration/Addition _Mobilehome(s) Non -Residential to to Residential Total Number of Dwelling Units } , Comment: Rts�✓ ,' —; p2 Building Department Representative Vate C Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) X70 Z 4 cJ Ay (Street Address),, ' M (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $,, r., CARD ep septa '� PAID BY CHECK NO.REMARKS: BANK NO. PAID BY CASH RECEIPT NO.6d1A-AL- qJg,,;-_ Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. r, Certificate of Compliance: Residential Climate Zone 11 ProjectTlUe Floor ............. - v /f ProjectAddress Bu d' PermitM %�• East ( ) C3edua By Due Documentation Author Telephone Erroroanent Agency Use Only South ( ) West ( ) Fenestration West ( ) BUILDING DATA Floor Area A601- Number of Stories Are % • 3. 3 North F5V Conditioned Slab,q— Fiooc - Number of .Units East oath - 5 d [toSingle Family Detached (SFD) [ ] Addition Alone . • West � (slab/exvosed. tile. etc.) (] Single Family Attached (SFA) [) Existing Building Skylight d O.-O� [ ] Multi -Family (Mn[ ]Existing -Plus -Addition — Total BUUXING SHELL INSULATION Component Insulation Locafiotr/Comme:ra Type_ R -Value (auae. to garage, Dap EV . eta) Roof ........ ..-» r` U o Roof ............. Wall .............. • . oo­ Floor . . Fllo.. North ( ) Floor ............. Slab Edge....: FENESTRATION -Fenestration Area . Orientation (Sf) ming Devices Type interior Exterior Overhang (single, double) tla blind, etc.) (she, tWCre1 n• etc.) ) Framing.Type (m North ( ) L North East ( ) East ( ) South ( ) p South ( ) West ( ) West ( ) E - Skylight....... " THERMAL MASS Type/Covering Area Thickness (slab/exvosed. tile. etc.) (sf) (inches) L ocarion/Descr ation (kitchen, bath, etc.) FV IiVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Heat Pump conditioner, heat vwnv) (Ac uE SEER.HSPF) (attic, etc.) R -Value Thermostat (sn1 i t nr nkn) .. •' S L 11 1/. VOW IIOT WATER SYSTEMS �` � ' 'D Svstcm Tvve (storage gas, etc.) C DaC ty Number Enerpv Factor Di err; hilt; nn SCI s n --� . 5 3 SPECIAL FEATURES/REMARKS point System Summary: Climate Zone 11 Ceiling Insulation or R -value ( U -value 10.0281. �. Wall Insulation P, I or R -value (19 U -value (0.0651 Raised Floor Insulation _ R ( or R -value I 19 U -value 10.0371 4. Slab Edge insulation or R•value 101 F2 facu oor (0.751 Infiltration Any Ducts in Unconditioned pace? ( Y'//N) (Yj o. Fenestration Heat Loss 13v Vs / 7 : (p Type U -value 10.651 Total % Fenes. (161 Fenestration Heat Gain % Fenestration SCshade open EN. % Fen s. Shade Eh. Ratio North 3.3 x East A x = Southx = West - x = Skylight d x =� Overhangs? ( Y / N) 3. Interior Thermal Mass or % Exp. Slab (201 Int MaWCFA 3. Exterior Wall Mass Ext. wall 10. Heating System o % x Y� - • to S AFUE or HSPF Duct Effie. 11 story: Effeeave AFUE (78% or 6.81 0.83; 2+ sto • 0.881 or HSP F 1. Cooling System � x f�� _ EER (10.0( Out Etfie. (1 story: Eflecave SEER 0.81; 2+ story: 0.871 12 Water Heating System 1 S G 50 Hearer Type Energy Factor Ext Ins. R -value Auxndary input 1SG501 10.531 (121 (None( System 2 Heater Type (Nonel Energy Factor Ext ins. R -value 1. Ceiling Insulation R-0 Nurnow of stones -43 F) -value One Two three - R -0 -74 -48 -27 R-19 -5 d .2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation •34•3 Insdatim in Floor -27 Single- Single. -17 •13 Family Family ' muBti- R-0 .72 -57 -43 R-111 -7 .6 .4 R-13' .5 •d -3 R-15 -4 .3 •2 R-19 0 0 0 R-21 1 1 1 -69 -62 -55 3. Raised Floor Insulation -38 •34•3 Insdatim in Floor -27 -24 Numoer of Stones -17 ,value One Two Three R-0 -14 -9 -5 R-11 .3 .2 .1 R-19 0 0 0 R-30 2 1 1 Point Scores Zonal Control Adjustrnent 101 Zona Gonwd Adjustment (01 5T0 Distribution ISTD1 Auxtdary input Distnouoon Point Total: 4. Slab Edge Insulation Numoer of Stones R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss Sum 1.6 Sum 7-9 -a 5. Inriltration .(Duct Air Leakage) Ducts to UncondmanN So= 0 No Ducts in Uneortorttoned Space 3 Tonal 1.31 Pement or nestimon more 1.21 to 130 1.11 to 1.20 1.01 to 1.10 .91 to 1.00 .81 to .90 .76 to .80 tivdue .71 .66 to to .75 70 .61 to 6° S6 to 60 .51 to 55 .46 to .50 .41 to 45 .36 to 40 .35 or les! 501/6 -100 -76 -69 -62 -55 48 -41 -38 •34•3 -27 -24 -20 -17 •13 -10 40% -77 -58 .52 -47 -41 -36 -30 -27 •25 .19 -16 •13 -11 -6 -5 35% -66 49 44 -39 -34 •29 -25 -22 -20 •1 -15 -12 -10 •7 .5 •3 307. -54 -40 -36 -31 -27 -23 -19 -17 -15 •1 -it -8 -6 -4 -2 0 28'/. -50 -36 -32 -28 -25 -21 .17 •15 -13 -1 -9 -7 -5 -3 •1 1 26%. -45 -33 -29 -25 -22. -18 ,•14 -13 •it .7 .5 -4 •2 - 0 2 24% -41 -29 -26 -22 -19 •16 •12 -11 -9 -6 -1 •2 -1 1 3 M. -36 -25 -22 -19 -16 -13 -10 -8 -7 .4 .2 -1 1 2 4 20% -31 -22 -19 -16 -13 •11 .8 -6 •5 -2 •1 1 2 3 5 18% •27 •18 -16 -13 -11 -8 -6 -t •3 .1 1 2 3 4 6 16% -22 -14 -12 --10 -8 -0 -3 •2 -1 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 •1 0 1 E. 3 4 5 6 7 8 12% -13 -7 -6 -4 •2 •1 1 2 3 4 4 5 6 7 8 9 107. -8 -t .2 .1 1 2 3 4 5 5 6 7 6 8 9 10 8% -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestrat EM N % .87 .67 Fen- . or to eslra- more .86 ton 18. -5 -4 16% -4 -4 14% -4 .3 127. -3 -2 it% -2 .2 10% -2 -2 8% -1 1 7% -1 1 6% -1 •1 5% -1 0 4% 0 0 3% 0 0 2% 0 0 1% 1 1 0% 1 1 on Heat Gain (baseti on Shaoe Eftectrwmess Ratio) Orth Hamner at Wath Hea[ms Two East Ston Family South Stones 3 West .2 Sky.""" .52 51 .87 .67. .52 .51 .87 .67 52 .51 .87 .67 .52 .51 •.67 .66 10 or or 10- to or or to io or or to to or or or .66 lass more .86 .66 _ less more .86 .66 leis more .86 .66 less more loss 10 1 6 7.8 4 Method B 5 4 Slab Rw 1 Raised Floor Stories 8.0 11 -SO A -2 -21 -20 -15 -12 .26 .23 .16 -12 •36 -32 •23 •16 •75. 2 -1 -18 -16 •13 -10 -21 .19 -13 -9 -31 •27 -19 -14 -85 .44 .2 -1 .14 -13 •11 -8 -16 •14 .10 •7 .26 -23 .16 •11 •55 -38 F -1 •1 -11 -10 -8 -6 •12 •10 .7 -4 -21 -18 -13 -8 -46 -31 •1 0 -10 -9 .7 • .6 -10 .8 .5 .3 .19 •16 •11 .7 .41 .28 •1: 0 -8 -8 •6 •S .8 .7 .4 •2 •16 .14 -9 -6 -37 •25 -1 0 -7 -7 -5 -4 -6 -5 •3 -1 •14 •12 -8 -5 -32 •22 .1 0 -6 -5 -4 .4 .4 -4 .2 0 . -11 • •10 -6 -d -28 •19 0 0 •S -4 -4 .3 •3 .3 .1 0 -10 -8 -5 -3 •24 -17 0 0 -4 -4 •3 -2 -2 -2 .1 0 .8 .7 .4 •2 •20 .14 0 0 -3 -3 -2 -2 -2 .1 0 0 -6 •5 -3 -1 -16 •12 0 0 •2 -2 -1 •1 .1 f. 0 1 -4 '.4 -2 0 •12 •10 0 0 •1 -1 -1 0 0 0 0 1 -2 -2 0 1 -9 -7 0 _1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1 1 1 1 1 1 0 0 0 0 1 1 2.2 -3 -2 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 Thermal Mass (Sleb•on-grade Construction Only) One Hamner at Wath Hea[ms Two Three Ston Family Stones Stones 3 Sped .2 0 -1 .2 3 .1 7 -1 0 9 0 6 0 1 7 1 12 1. 3 13 2 18 1 4. 21 3 13 2 5 14 3 19 2 6 6.8 4 1 2 '8 0 5 85% 3 9 5 6 3 3 10 1 6 7.8 4 Method B 5 4 Slab Rw 1 Raised Floor Stories 8.0 11 Stones 7 Two Three One Two Three • -8 .6 .1 .1 0 -7 -6 0 0 0 -6 . .5 1 1 1 -5 -4 2 2 2 3 -1 4 4 5 -1 1 6 6 6 2 4 8 8 8 3 5 9 9 9 6 5 11 10 10 6 7 13 13 13 6 8 14 14 14 7 9 15 15 15 8 10 16 16 i6 'li.,' ii ':4 17 17 or Wall Thermal Mass Hamner at Wath Hea[ms Single- Single- Multi Family Family Family DetaMed AnaoTed Sped 0 0 0 3 3 2 7 5 _4 9 8 6 12 10 7 14 12 9 17 13 10 18 14 11 21 17 13 23 18 14 24 19 14 10. Heating -System Houm With Duets (R-4.2) Effective AFUE or HSPF (AFUE or HSPF x duct efficiency) ENeme Sum of 1-6 Gas Solt Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or W,PF WW less -15 -5 - .5 «15 mom One Story Howse Hamner at Wath Hea[ms Water Hewer Tvoe Sum of 7-9 SGSO Sum of 1.6 Sold . 33% Gas Sped Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less •15 •5 +5 +15 more 78Y. 6.8 6.6 • 0 0 0 0 0 0 80Y. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2. 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 Effective AFUE or HSPF (AFUE or HSPF x duct efficiency) ENeme Sum of 1-6 Gas Solt Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or W,PF WW less -15 -5 - .5 «15 mom One Story Howse Hamner at Wath Hea[ms Water Hewer Tvoe Sum of 7-9 SGSO •2 •5 Sold . 33% 29 2.8 -62- -S3 34 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 -i6 -10 50% 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 •3 -2 •2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 i6 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -14 to -410 «6 to 16 or AC 33% 29 28 -69 -S8 48 -37 •26 .15 40% 3.5 3.4 -46 •39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 .16 -13 -9 •5 60% 5.2 5.1 -9 .8 .6 .5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 . 1 1 1 1 0 0 80% 7.0 6.8 9. 8 6 5 3 2 907. 7.8 7.6 15 13 10 8 .6 3 100% 8.7 8.5 20 17 14 11 8 4 9 6 Zonal Control Adjustment 0 13.0 126 System Type 14 10 6 3 0 14.0 13.6 Res6tartee i6 6 4 3 2 1 0 Other 17 12 3- 3 2 1 1 0 Ad)usment for No Tank IafofaUM 111. Cooling System Houses Wlth Ducts (R -t_) SEER Hamner at Wath Hea[ms Water Hewer Tvoe Sum of 7-9 SGSO •2 •5 Sold . Pug •25 or .24 to -t4 to -4 to +6 to 16 or AC AC less -15 •5 +5 +15 more 10.0 9.7 0 0 0 0 0. 0 11.0 10.7 4 3 2 2 1 0 120 11.6 8 6 5 3 1 0 13.0 126 11 9 6 4 2 0 14.0 13.6 13 it 8 5 2 0 15.0 14.6 i6 12 9 6 2 0 8 SG75 Effective SEER 0.48 -2 1 -1 -12 (SEER x duct efficiency) .2 EN SEER 038 3 Sum of 7.9 -S -1 Sold Pcxg -25 or -24 to -14 to -410 «6 to 16 or AC AC less -15 •5 +5 .15 more One Story House OA3 -17 -8 -13 5.0 4.9 -29 -23 •17 -11 .4 0 6.0 5.8 -16 •13 .9 •6 -2 0 7.0 6.8 -7 •6 -4 .3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 i6 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 5.0 4.9 -35 47 •20 •13 -5 0 6.0 5.8 -21 •17 -12 3 -3 0 7.0 6.8 -11 A -7 .4 •2 0 8.0 7.8 -4 -3 .2 -1 .1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 126 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Zonal Control Adjustment Have Sb* Adjusiment Hamner at Wath Hea[ms Water Hewer Tvoe One Two SGSO •2 •5 SG75 •3 .6 SE .5 -9 HP .2 -4 Zonal Control Adjustment Have Sb* Adjusiment House Sba Adjustment Horse size Ih21 SUMOW lets 1000 www 1 een g than to Point Satre 1000 1499 30 47 •5 •25 -14 .4 -20 -11 •3 .15 -9 .3 -10 3 •2 . •5 3 .1 0 0 0 5 3 1 10 6 2 15 9 3 20 ii 3 25 14 4 House Sba Adjustment 5 4 2 1 House Size (fo) Suatotil 15M mp0 Water Homo to or Post Scare 1999 more 30 0 3 -3 0 0.73 .20 0 8 -2 .15 0 DYmOtaom Sy=M2 -10 0 -12 .5 0 0 0 0 0 5 0 0 10 0 -1_ 15 0 -1 20 0 .2 25 ° '2 All 6 5 4 2 1 0 -4 -6, -17 -12 -7 I:. Water Heating 0.Q 1 5 3 .8 .4 1 One Water Heater - No AUZMWy Ctsdtta 0.73 6 10 8 -2 2 7 DYmOtaom Sy=M2 Ai 0.48 -12 -e -it -22 47 PA= Systems Water Comm &WV STD HWR PkatTlottarNo . 0 -11 Wind Healer Tvoet lanes Factor 0.68 Pau Inetq Q1 7 .4 1 SG50 AN 033 0 3 1 -9 -5 0 -22 am 5 8 6 .4 0 5 -15 1G 0.73 8 11 9 0 4 8 SG75 AI 0.48 -2 1 -1 -12 7 .2 HP 038 3 6 5 -S -1 4 0 am 7 10 8 -1 3'' 7 SE Al 0.87 -20 -12 -17 -41 .32 -19 OA3 -17 -8 -13 3B -28 -16 IG` All on 2 5 3 IE All OA3 -21 -12 HP 6.11.13.15 1.80 4 7 5 -5 -1 4 Two Water Beams - No Anslaw? Ctsdha SGSO Al am -7 -4 -6, -17 -12 -7 0.Q 1 5 3 .8 .4 1 0.73 6 10 8 -2 2 7 SG -15 Ai 0.48 -12 -e -it -22 47 -12 0.58 •1 3 • . 0 -11 .6 .1 0.68 6 9 7 .4 1 6 SE All 027 -22 -14 -19 A6 .35 -22 0.41 -16 -7 •12 -39 •28 -15 1G All 0.80 1 .1 -3 IE As 0.93 -21 -12 HP 6.11.13.15 1.80 .1 3 1 -10 -6 0 Mandatory Measures Checklist: Residential MF -1R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approacn used. Items marxed with an asterisk (') may Do 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 oanies as binding minimum component performance specifications for the manoatory measures whether they are shown eisewnere in the documents or on this checklist only: DESCRIPTION Building Envelope Measures • §150(a): Minimum R.19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. §150(c): Minimum R- t 3 wall insulation in framed walls (does not apply to exterior mass walls). §150(d): Minimum R-13 raised floor instuabon in Named floors; minrmum R•8 in concrete rased floors. §150111: Slab edge insulation -water aosorouon rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 oernvinch. §118: Insulation specifit c or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltrauon/Exfiltration Convos a Doors and windows between condttiohed and unconditioned spaces designed to limit air leakage. b. Manufactured fenestranon oroducts nave lade) win certified U -value. and infiltration certification. C Exterior doors and windows weatnerstnpped: all joints and penetrations caulked and seated. §150(g): Vapor banners mandatory in Climate Zones 14 and 16 only. §150(1): Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces. Decoratnre Gas Appliances and Gas Logs 1. Masonry and factory -built fire nave: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burnmg gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC ecuipment. water heaters. snowerheaos and faucets certified by the Commission. §I50(i): Setback thermostat on all applicable heaung systems. §150(j): Pipe and Tank Insulation 1. Indirect not water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or oreater) or commned kntenouextenor insulation (R-16 or greater). 2. First 5 feet of pipes closest to water neater tank. non -recirculating systems. ululated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping oelow 55°F insulated. 5. Piping insulated between healing source and indirect hot water tank • §1501m1: Ducts and Fans 1. Ducts constructed, installed and seated to comply with UMC Sections 1002 and 1004: duan insulated to a minimum instatled value of R-4.2 or ducts enctoseo enoreiy within conditioned space. 2. Exhaust tan systems nave oackdrait or automatic dampers 3. Gravity venuiaitno systems sernno_ conditioned space have either automatic or readily accessible. manually operated pampers.. §114: Pool and Soa Heating Systems and Equipment 1. System is certified with 78% thermai efficiency, on-off switch. wsatherpreoi operating instructions. no eiectnc resistance neating and no allot light 2. System is instailed with: a. At least 36' circ oemeen filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has cireciiona inles ano a arculaoon DUmD time switch. §115: Gas-nreo centra: furnace. pooi neater, spa neater or household cooxino appiia'ue have no ognunuousry ouhno phot tight. (Exception: Non-eiecincal cooking apptwtce with pilot < 150 Btwhr.) Ughting Measures §I50(k): 40 lumenswac cr greater tot general lighting in kitchens and roans with water closets: and recessed ceiling fixtures iC tinsuiauon coven approved. COMPLIANCE STATEMENT DESIGNER I ENFORCEMENT This certif we of compliance lists the building features and performance spedhfxtlons needed to comply"with Title 24, Parts 1 and 6. of the California Code of Regulations, and the administrative regulations to implement them. This certifirate has been signed by the in iv" with overall design responsibility. When this cenificate of compliance is submitted for a single Wilding plan to be built in mtlliple orientations. any shading teatime that is vaned is indicated in the Special FeanuesrRemaffts s MIL Designer or Owner (per Business i Professions code) Name: TiderFmn: Enforcement Agency Name: Title: Agency: Teiepnone: Isignaiurwsiampl r Date Documentation Author . name: Tide%Firm: Address: Telephone: (Signature) (daW) RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNERA. A.P. Plan Checker ,CSS GENERAL 1Y. Zoning requirements: (sideyar'ds and number Z. Valuation. lans signed by designer. ,4! Proper description of work on application. -15"�Existing violations on property. of permitted living units). 8/91 ® Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -�� Recorded notice of violation. PLOT PLAN 1 omplete parcel size and dimensions. etbacks, sideyards; easements, etc. her buildings or structures. Grading, fills, drainage. r.AlU ood hazard.. ecial conditions on creation map, tible, and foundations). & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan k th dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light'fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations•of water heater, heating and cooling equipment, other electrical origas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances ai'd shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table.25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. ,Three story building requiring engineered calculations and plans. ,Foundation plan complete enough to construct building. door construction details complete enough to construct building. Elevations and wall construction details complete enough to construct 'Roof construction details complete enough to construct building. Fireplace.construction details and calcs if necessary. ,Rafter ties or bearie- _ o owe -4i--1 . Stud heights. .9 "Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. i 'i building 8/91 - RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR ; • Stairway details: landings, rise and run.; head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). rick orstone veneer (Chapter 30). • xterior.plaster - weep screeds (Sec. 4706). 'oper roof pitch for roof conv2ring (Chapter 32). d. of 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. 1 o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205).. nderfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. r <irements. +!Noise requirements on duplexes. .fergy design. ashing at all exterior openings. . CDF responsible area requirements. _�*A 36-4" CPQ LGL ,;;_?� -r/ M"►:__ , 23 -Q Com` G�� G9 965 FIR STREET • CHICO, CALIFORNIA 95928 • TEL-EPHONE 916-895-1422 rolls randerson & molls CIVIL ENGINEERS February 15, 1994 Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: ASSESSOR'S PARCEL NUMBER 042-160-0M> RALPH MERLO Gentlemen: The north 600 feet of the subject parcel is not within the 500 -year flood plain as delineated on the Federal Emergency Management Agency Firm (Flood Insurance Rate Map). This parcel is shown on firm panel 200 of 600 of which the applicable portions have been copied and attached. The elevation of any finished floor within the above described area need not be established above the elevation normally required by the Uniform Building Code. Should you have any questions, please don't hesitate to contact us. WD/dd Enclosure Sincerely, aol3FESS/ON �pQ 1.p�N ql �� ROLLS, ANDERSON & ROLLS o t, No. 29113 William Dinsmore R.C.E. 29113 CIV1- Regi strati on Expires 03/31/95 C0UUry oP VJWE BUILDING DEPT ui -EA A ZONE A E')( 1po & .Zo ZM ZONE!e5 ZONE X. AVENUE iv KENNEDY�l A \\ �JJZ6 N E. A 7/ 'ZONE X Chaivid, ENDO�-`*y �r�er• s '� �+ �� /� �• \/ �C/F/ ZONE X ZONE X OAK WAY 302 ZONE -X ZONE X ifs. ZONE X P ZONE X p. NO. 4-2-1 Ir AV E CITY OF CHICO 'AREA NOT INCLUDED ARE, tiK ZONE A BIDWELL VENUE ,If— ZO N E f- v --C" �op Fie* -4 PA-jz-L- +- S,00 off= ff= 4--o Return to: a AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building .94-007149 permit. The property described herein is adjacent to land or included FEB is 1994 within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or t4Oi Cow'ARL V " discomfort arising from the use of agricultural chemicals, nnl���tp,L p 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 agricultural 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: The most Westerly 165.00 feet of Lot 29 and the most Westerly 165.00 feet of Lot 30, according to that certain Map of the Second Subdivision of the John Bidwell Rancho, near Chico, filed with the Recorder of the County of Butte, State of California, on September 17, 1900, in Book 5 of Maps, at Page 27. Date: _ _ y / PR9PERTY OWNERS: CL Quo L C(GcJ CY LPR EDWARD MERLO State of California County of Butte On 2-15-94 before me, Mary R. Casebeer personally appeared Ralph Edward Merlo personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon. behalf of which the person(s) acted, executed the instrument. anununnuun,unuunnnmuun,uuuunouulBl,urou. WITNESS my hand and official seal. _ OFFICIAL SEAL = Signature A. P. # 6 4Z �2 -l6 O— 0 77 Msessaa N •'� = MARY R. CASEBEER tL NOTARY PUBLIC - CALIFORNIA N COUNTY OF BUTTE Ste' Q My Commission Expires Mar. 7, 1997 W ouunuuiwuuuuunuounuouuuuuuuuunuouuuuY COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. ".No building permit will be issued until this verification is received. 1.- I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/h4-&-no 114L�1.F signed'an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Ca Date cl _/C? - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we -are per-- mitted to issue the permit. Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9 4- Q l 14 9 �r Building llivision FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. . -- - -- — - — a • 9"4T 007 1 4 - -- - 7 I Rec Fee 6.00 The roe described herein is adjacent to land or included property rty J I Recorded I Check 6. 00 within an area zoned for agricultural purposes, and residents Official Records I of this property may be subject to inconveniences or County of I discomfort arising from the use of agricultural chemicals, Butte I including, but not limited to herbicides, pesticides, and Candace J. Grubbs I fertilizers; and from the pursuit of agricultural operations Recorder I including, but not limited to cultivation, plowing, spraying, 11: 50am 15 -Feb -94 I PUBL XX 1 pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established - - agricultural 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: — .1 . - Z.. The most Westerly -165.00 feet of Lot 29 and the most Westerly 165.00 feet of Lot 30, according to that certain Map of the Second Subdivision of the John Bidwell Rancho, near Chico, filed with the Recorder of the County of Butte, State of California, on September 17, 1900., in Book'5 of Maps, at Page 27. Date: State of California County of Butte TY OWNERS: �k �G C- z -C/ EDWARD MERLO On 2-15-94 before me, Mary R. Casebeer personally appeared Ralph Edward Merlo personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. T onmmm�uwuwumnweunmmnunwnooeunuuouu■ ITNESS my hand and official seal. = OFFICIAL SEAL = Signature A.P. !l (f)986542 0 "� MARY R. CASEBEER NOTARY PUBLIC - CALIFORNIA (n "COUNTY OF BUTTE Seal: My Commission Exoires Mar. 7. 1997 W OWNERS VAI. 0Y2_. - l60 - 6 7 7 R`=1DENT_AL 1'4041,11RE==Dc:":.Al' RtCZ-=7ED 3Y: DL'7MT's -VJD— TO REC..= RT4U=3 ZD P? 70R TO PE?V ''ZJ JANCz. R Dr r-�-� Nc:,VEE3:NG e" FROM DAT AC�U:.S 3Y ...AN C.- ....r, REQU S i'= 3Y CORREEC7.11ON Yr.= NO =-1 -."V: LCC. ION IN BU_?.:DMG WEMER . C:J.AIVGZ OCCURS: W —mr-V A_P?ROV E , ?RCCZ.SS AS : OL.OWS : `4a.. to owner M.a_'_ co conc.acror Call and hold :or- pickup at rze o�==ce. Deliver wic ae::c i =sae=_=on. PLAN s Zz.00 s i. CO 3dd'__=oral = ees Not Recu=red /Z AOX. 9#11- 3yr,. Job: TMELLO--HELLO HELLO) / (PGE) T12 HE ul$wr. r_nlANTY, THIS DWG. -PREPARED FROM COMPUTER INPUT (LOADS 9 OIMENSIOHSI SUBMITTED BY TRUSS FIFA cmv TOP CHORD 2x6 FL 02 : T6 2x8 �T e y BOT CHORD .2x8 FL 01 : ��� .1 G DEPART9 r, WEBS 2x!` FL Standard 7 1t 2: v N17. h'20 2x4' FL 011: PP 7 zo qg THIS TRUSS IS DESIGNEDTO SUPPORT A 39'6" SPAN FROM 01 TOA :14'6",.A 381—SPAN FR014,14!6"„T0 24,16”; ANDA 23''SPAN -FROM a 24'6"ATO 281 ALL,.FRAMIN(;TO."THB BOTTODTFCHOR_fl -THE RE14AINDE `OF THE-tTRUSS-AND-'OPPOSITE,FACE SUPPORTS-21'OF~LOAD-SPLIT-T THE, TC/BC.oRECOt4MSNDRDrCONNECTION .FOR ALL :SPANS- �SIMPSO.I .RUS28.SIN,'ADDITIONTHIS7TRUSSSUPPORTS THE`CONCSNTRATSD- LO, T:PNONGLELYLGIRDER.TRUSSBS. RECOMENDED- HN_U -CONNECTION FOR CONCENTRATED LOADS ,SIMPSON'HUS28—._-----J ffComplete Trusses Apnuirea NAILING SCHEDULE:�(10d,poxsails) a TOP -CHORD: 1 RON @-`i2--o'c . ru BOT CHORD: 1 ROW @ 3" ox. t v WEBS • 1 ROW @ 4" O.C. U> REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. �. (1) 0.12Ox2.5_g_na11s MAY BE USED FOR 0 10d box_pails ON o, EITHER THE TOP OR BOTTOM CHORDS. RECOMMENDED CAMBER-3/.8—A.T-AT-BEARINGS-. tv (A) SCAB BRACE, SAME SIZE, GRADE.ANU:LENGiH=ASNEB,NEMBER ATTACH WITH ifid NAILS 11 4" O.C. BRACING MATERIAL TO _BE SUPPLIED BY ERECTION CONTRACTOR. CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00` (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE (0) 20-L0-0 _-- - (F) REFER TO DRAWING 3.046.421 7,3.3• � �REQUIRED BRFOR CABLE ACING. DETAIL AND CONTRACTOR'S WARNING 6x12 This truss is designed to bear and/or support x BM014 CHORD CHECKED FOR 10 additional loads at specific locations. 5X8 PSF LIVE LOAD. Particular care is advised during installation to ensure that this truss is erected -1 4X6 (F X 4X6 IN ADDITION-TO-RAILING/BOLTING SCHEDULE GHOe1N properly. 5X6 ABOVE, USE 6 6 12 -16d NAILS AS_96WN BY CIS RCLE{ (0) THIS ARES OF TRUSS DESIGNED FOR—FORCE—TRANSFER—AT CONCENTRATED LOAD POINT Tn, SUPPORT �,------- = --3X6' AS EACH LAYER 1S APPLIED. (A) W7 ADDITIONALrLOADI s.73f7 f A) 10X1 NOTE: 2X4 113-H.F._OR.BETTER CMiERE SH" AS 3 CONTINUOUS sLA7ERAL BOTTOM CHORD `IA SPECIFIED BY TRUSS g X1 f 3X8 RACING 072" O.C. MAX. r— — ANUFACTIIRER•--� 12 2REQUIRED. AT -TACH -W/2 -16D 7XB (A1) j1 4X6 (A1) NAILS. s'4 i g• BRACING IS -NOT - No 4XIS t 2X4 REQUIRED IF A (4 12X{14 JRIGID CEILING (�1 / 28' "(' IO "{' IS ATTACHED DIRECTLY TDD) 16-5-10 r 1868!5eM_=0 10-9-73 _,_ 5-0-13 _,3-0-1ce ��TTOM ARD. BRACING ,MATERIAL TO BE &JPPLIED 3775A AND ATTACHED AT BOTH_i ( KENOS TO A SUITABLE) 38 _( � - ,SUPPORT BY ERECTION �DVER._3-SUPP0RT5 CONTRACTOR. A -A2179# W-5"8 14-6-0 10-0-0v ~ J R=167500 W=5"8 R=232# W-5 "e PLT TYP.- ALPINE E GN CRT CA/0/1/01-/-/F Rev 17.2" SC LE 220 1875 o fl o 0 0 cl NKIMPORTANT*XALP111t EVISIVE"'D r"ar.mm IEc- WARNIN1`04 tiffG"9=SE9 "te"14[ EA"nE "'at pl TC LL 16.0 PSF REF R•427--38466 C O C 4 VEYS41101 root :H31 t<SiEn 04 "SE ISPELIFIof ICCATIp E DR AW SRAClao. SEE HIDA) Of TTpl. SEEif M101.110. 111S1St0E9:a3 OQ~<TC DL 15.0 PSF DATE 06/13/94 O [� O O FATLUM 10 DaILD TIE 111934 1" tome icE 11TH 9"so or 7111. roR AEat:30RAL SPECIAL PIRRALWT BVIC1A8 fit 1� C l� O C� d ALP711[ CVPRCT09r. Are PAC! a RIM CALY. 9TIn. PAEf ILU ►SIN Oa7PEP2P19. L/J_ESS OTIERAISE IMIGtEO. Tap � A � C DL ✓ • 0 PSF OAK CAUSR427 24164520 O C C� O A409 ER 9 EXCEPT At MTED. APPLY Common t0 EAEa rw 0r C10AD 9PA_L BE LA 14I SPACED 11Td PAPIR W r ALPIN � Irmo uo OFt�sr. 01N:F1Ir.1 LCGIIta CH 1119 CESiC9. POS11109 tT A1rAU+ED PLIM07 SWAT1111r. 90110m C4F.D �` V C LL 0.0 PSF CA -ENG E.D. W"E"E " EPAt11yS 110. 159 C 16"A -F. DLSIEI SIA12MMS 11TH PayEFLI ATIAC11w 41010 CEIutc -- SEE �♦'��4��36.0 11f11i g t11SSS ��'��y11f Od6CF/1 t1/JPPLIUP.[ PRDVl9t01R OF ao3 C IPI. AH E7DIL'e[a'S 1LPHt ILCMIIC/L VPEAIE 17/1/9:1 rap PROPER �)Y 3D9T \�1} OT. LO. 36 .0 PSF ��j1II1,.IIIrjIIIIIIt1 Ill �1'I TRUSS C 9EAL EH THIS Ca91L1i APTL[ES TO IIB COWCHVIT DEPICTED MME It rFAtt APPLICAnow. raPMS" A COPE Cr TN13 Ca my.FAC. 1.25 Ilp'1 IjppD 8j1rII' 44 ('',6661' ll H 0 0 lm O CCHt!C T. AAA 9i W AEU ED Lo0I1 t" 411fIEA7 f OIItCT. LESIGq TO tIq tRJSS fPEC1:05 Ct11iDAEtOP. ou Cm O H W .--rot • TPM PLAT[ I11S11101E. for. • t91) IIAtimat. 01516H SPECtrictilWl rt:11 ROOD ousitlN:ILVI �I d104' `I SPACING G //7i 1 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT R LO IZ I D 1`1 JOB NO. I �� LOCATION w �/G�� �/�t� ✓ I� I AV e- DATE CODES: Uniform Building Code, 1991 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c.= 2500 psi @ 28 Days Masonry: f'm'1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or -equal. Type "B" Holdown anchorage. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing: #2 Grade D.F. Joists & Planks: #2 Grade D.F. Beams & Stringers: #1 Grade D.F. Posts & Timbers: #1 Grade D.F. Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1988 & UBC Std 25-10 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination ARE SPECIAL INSPECTIONS REQUIRED ? LOADS: Roof Live Load (psf) Floor Live Load (psf) Seismic Zone Wind Speed (mph) 6"i Allowable Soil Bearing (psf) : Page 1 of �L 3 - A TeL C. C. 341?:�7 R{ p..:e, r BY: J m P, DATE: 3 19 l IA+ JOB NO: 7— I ' )� PAGE % OF himthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 { .�_ 1 _�_ ; � 2ii I. ? � ;._�!,.J L?. _ 44 -I�__��, _ � - . I.-S,<I• IGS. I, f - zj R.F A- ?DLA i I I F_ I J- 4- Jr- IFr I r - -:r I — tt-- R. C. 1;. 3,d°2.;7 - t- + 1 R. C. 1;. 3,d°2.;7 /1 BY: �� NorthStar ' DATE: 2J 1 4 20 DECLARATION DRIVE JOB NO: ENGINEERING CHICO, CALIFORNIA 95926 PAGE OF Civil Engineers • Planners • Surveyors 916-893-1600 I 71 4 r 61 -1 - • "1'� i I f i � } � ----= - – '— III - _ a _ rt JP TT --1-- — — -r z ,1 + Y` I 3 ci 1 t --- F rkn LLULL-L LL �} • i BY: J M P DATE: 3 1&14 JOB NO: GJ 1 -231C7 PAGE q- OF NbrthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 4-7] — -T ' IN iTf Z� - 41 I t► fi i s -tit t �`-- � (I ' _i__A = ' I • � �3.Sr)T,.t l.Co_�" � _- �`�� N Z-�C��2 i I _ .�__ ' ;-- i _ . _ u � l E._.rl� 'f8' �C�►13 ' z �`�.1.,� -� V.-,'�a-�- : I - � - f � t t- t - .. �-1- �- - --- --� ' z BY: J t I p, DATE: ?j' 19+ JOB NO: i> r;_7 PAGE C2 OF _� - ILPI A_ NorthStar ENGINEERING Civil Engineers • Planners • Surveyors I , , 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT rle-,-RLO P�i�7iPeiNG�i JOB NO. �7 LOCATION I,JF,ST '7AC ZAr 1t�-7-Q To A\,/r--. DATE11-22194- CODES: -2214- CODES: Uniform Building Code, 1991 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Type "B" Holdown anchorage. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing: #2 Grade'D.F. Joists & Planks: #2 Grade D.F. Beams & Stringers: .#1 Grade D.F. Posts & Timbers: #1 Grade D.F. Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1988 & UBC Std 25-10 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V88 (Combination ARE SPECIAL INSPECTIONS REQUIRED ? No LOADS: Roof Live Load (psf) ES: Floor Live Load (psf ) 4 a ��® -22 Seismic Zone'" .Wind Speed (mph) %G7 Exposure: G {�nJ Allowable Soil Bearing (psf )���� �' '� '�T`;,= ,*. Page 1 of Reg. E"%-Cof-mr BY: i PSI F, DATE: 1/(94 - JOB NO: e 1,347- PAGE 7 OF NbrthStar ENGINEERING Civil Engineers a Planners o Surveyors 12A r&,.��PTIAL RAV I T Y, i AT r-, P, A1- FOP-, FAT-11L-�/ p 5 7. 0 H - L4 L,.'- Z,O (1-1 /8 TL l.� F_.oR_ _� I ? P L- R IT C, -I H F,Loo F, 18 G Y P. gP 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 p � -- - z7 1 C-1 t, j DLI 40.0 0. o Pyr No. 0342!S! R. C. E. 0- 0 R7 BY: JMR DATE: 1 /94 - JOB 94 - JOB NO: Gj 3c2 PAGE ?�- OF 01iisSloh.� S. 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E. 34257 1 Rcg.lExpire3 9-30-95 4 (�0 RAFz5--- { ��i��ic �. v- _ .138 �Z.� 024) 24-7 K 247 1 JIND C-70V��N TOR:/. i 2 +�. oz -4) +-8 HP ZA oN +x 4 CGRP = 3.3 K) 0T�1 �Z/z(�-7+z�.024 �-�.�<o1)7 -- -7. L'f2 HP oN 2x K) BY: J NorthStar DATE: I / GI , _._, ..... JOB NO:1342 ENGINEERING PAGE O OF Civil Engineers • Planners • Surveyors 916-893-1600 S` [Z U T Fa RG _ P 08 K- 4. - 4. o, K 4F .�.. IL -4257 �• � 1 A t 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 fz��,r. Expires SHEAR HALL 5GHEDUI_ E m HALL NO. I NO./2 NO. p. N 0 ALLOHABLE 260 550. 640 75o C150 1060 r- 1:22 55 :o* LOAD/FOOT 163 0 ml 315".CD3 rTPLl-,T 1 515" G 3 1,2 PLYWOOD CIDX L,DX-J sTpj r -,T I cm 5TPJJr-,T. I E30TI4 13oTH BOTH SIDES SIDES SIDES ed a 6 0 a 51 4 5d62" 4 6claV e�c!030 '4 NAILINGe>cI ✓ FIELD NAILING e>do12v 8dG12'— i --erc—icj-2�7 bdq12- 8d012" 5dol24 Bclo12l bd@12" &da12l SILL NAILING 16d®6" flb�W4� /2060p20da lb 2. 0dc5p 20d. o:Z 16 20da2p 206102J6 2Odol-l'p2, CLIP, aLorx -1 A55 55 ,A35 rvlo Loo. L90 12' L'70 •A3 lmd.w.. 5' A55 o4l TO PLATE 0200 14. o.144 0 .05 Aa (SIZE) 515,10 ?5/8"m� 5/404) 5/4"4) A.B. -(sEArINpj 5V 2b -24' .,20" 164 164 16U 12" 1) OVER DOUGLAS FIR FRAMINC, 2) ALL PANEL ED6ES BACKED WITH 2 -IW -,H NOMINAL OR WIDER FRAMING 5) PANEL JOINTS SHALL $E OFFSET To FALL 0N.DIM=ERENT FRAMIN6 MEMBERS OR Fp,AMINe, SHALL BE AS SHOWN IN NOTE #4 4) APPLIED OVER 5 IN. NOMINAL OR WIDER FRAMING HITH.NAII 1; 5TA69ERED 5) sTAe6ER ALL SILL NAILS 6) PRE DRILL 20d AND LARGER 7)'51MP50N MANUFACTURED CLIPS N3 C5 C'3 1= O m co C�o W CD 7CD CD CD Ln to < rlj m 4m m M 61, z p. 0=3 Z. M N3 C5 C'3 1= O m co C�o W CD 7CD CD CD Ln to < rlj m 4m m m =-3 z ,51 0=3 Z. M CD m Z. 163 0 ml N3 C5 C'3 1= O m co C�o W CD 7CD CD CD Ln to < rlj m 4m BY: DATE: / 4 JOB NO: PAGE 12 OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors GAL - G.0 L AT I ON �2O �I L1_ NAl>✓ I N P�OLT � PFR �t-l�aArz. wAL� �Gf (G D�-!L 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 L ANGHOP, -N G; ApAG I.T _ P W,_. 91 U13 G .� y lv �i 1820+ 1130 I. _3 = IZ o IaOL-MY- r 3 4'� 2'310 + 2600 - _� 1. = 1700 �/ooLT t /r r t - gG; TA Ih-d r za-d 13_ � � . I. _3 0 = I B -I- #/NA IL ' > He--�A.R WALL �,oAO Fao �i LL NAT NAIL- _- (--,APAC I:T`r . oLT r30LT C PAG IT 1( 2(140) = 280 6z&o) = Z9D 380 �ICa4�r 3(140) = 420 5�8a .33 (1260) = 4Z0 f3� : 4c70 - - ,20� 4'► :3(181)-= ��3 -s/r3 .?�" 43 (12.00) A Seo ZoG3" 4(181) = 7Z4 -k,3 24 (IZ&O) 640 2a@ 3" 4 (181) = 7Z 4- 0 A 7.30 Zoe Z'I (181) 4- O"7� ZOL Z.. 6 (131) = Io8(o 3/4 o I r " . 7� (1700) = Iz7s 0 1o,,50 & (I li = 108 -5%40,1 7,5 (17o0) = I Z 7 S A IZr:�) 0 Zdo I'1z" 3 (181) = 1 -Ar 4�5 3lZr I Z'I l.DD BY: No. C74N.157ii DATE: _/ .y JOB NO: ,I PAGE I OF f OF CAL\i-,V, 7 Z 71 c T-1 NorthStar ENGINEERING Civil Engineers e Planners *Surveyors 17, 1 T F Y,,'W- P- j. H- 1 M� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �._I � I + � .��A�iiE .(S;H� ' ' :QTR A,N�SF_�R�..�___�� _� _ � �!- fi AU P� L _yj 4AL,�, ;!5CHaDi-P�F,- �5 C, I R, A PER 1 SHEDARil. H NT 7 N. _. ; :_ ►_. !.,. 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