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SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) V -u O� Signature ' 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-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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Fireplace Ties or Type A Flue -Fireplace Throat Clearance 17. Water Htr.; Vent -Access -Combustion Air Baffle Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 18. Water Pipe; Test & Anchor -Nail Protection Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 19. D.W.V.; Test Fittings & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 20. Shower Pan; Test, First Floor -Tub Access Property Line Firewall & Openings 21. Test Tub & Shower, Second Floor -Tub Access 55. 22. Gas Pipe; Sixe & Anchors 56. 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer 58. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Brace Interior/Exterior Wall Panels 24. Fixture & Transformer Clearance -Ins. Protection 63. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 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 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date 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 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 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 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 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 -Wal Is -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 60. Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection � -Bedroom Exiting --68,.-6.F.1. & Bath Fixtures & Tub Access -Spa -,69-.Elec. Trim & Subpanel, Breaker Sizes & Labels : S airs & Rails 7 . Fireplace or Stove, Clearance -Hearth - -.72,-Elec. Outlets at Wood Panel, Int. & Ext. -73-Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance q*.-E4ec. Outlets & Receptacles at Kit. Counter ZGarage Fire Door; Swing -Landing -Closure 76-A G. Duct in Garage -Damper -W-7-.Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ifi Garage; Above Floor-Mech. Protection 70. Plb.; Elec. & Mech. Equip. Listed for Location J79-Elec. Receptacles in Garage (F.F.I.)-Romex Protection 89' Insulation -Foam -Looked in Attic -81-.Gmrd Rails & Deck Construction -Post Caos --8E--€dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No -84--Siucco Brown -Finish 01. A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8T-�/ater Well, Disconnect, Electrical, Plumbing 8 Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection Corrections from Previous Inspections 92 -Gas Test -Meters Tagged, Gas -Electric 198 -Nater & Sewer Connected -C/O to Grade -HD Approval -94:-ERbrgy Compliance Certificate -Other Certificates -96-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: /8 CA c�- r E (L0,4 1 . ho A--If 44 A L p3 J=OK 0 = Not OK . = otReady61e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 10. 7. Well Clearance & Disconnect Ext.; Steps -Doors -Landings 8. Utility Clearance 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card 6-1 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. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 12. Enclosure; Fencing -Alarms 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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL NG DIVISION it 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE / (Rev. 12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 0657 -5 2 0 , 0/ b ZONING,5' WOO BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION co„ 7_7 00 OWNERS 5 3Q_/ IV -0A OY z��r '" 44,9u,1 9s'9Sy,ArF %j/J A IV GJ aV CONTRACTOR'S NAME o wa 6A. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1 O 15-t) 0 LENDER'S MAILING ADDRESS Total Valuation $ 3 i 2 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .31-7 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS C2 O CrN��r 7 / Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.00 15 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Otherx Describe Work: 4,41112 Ae- AN!% z!5 e— H V16 f A n/iC! e1Aex AICA 1 e IT.31 k4lgnc_ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S nf=e/d,/L roRGli PL", 61,45 Ue4r--s e/eirmic ELECTRICAL PERMIT Filing Fee 20.00 R LES Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 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: j I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST DWELLING OCCUP. SO OR tZ ( 3.5a�. 2 I MULACC. � NON R6ID. C 97.50 8PSINOWGOIJTLE7 CIR. ELER APPARATUS OunEr OR FIXTk1REs 20 @'•00 Ex. Occup. BAL ,� Ex. Occup. onxurEiEis RE9 AEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 6 2 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' j compensation, as provided for by section 3700 of the Labor Code, for the I 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 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,dam G%✓ Dat Signa ure of Applicant - Owner ❑ Contractor ❑ A ent 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 � S Hood 6.50 Ventilation Z ys% == PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I COF PARCEL PD HD U 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 -1 Date j PERMIT EXPIRES ON o'� ate Receipt No. % 5.3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT p0ec 17 02 11:39a i-, : t p.2 � 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: YESk NO ❑ ✓� 2. I HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAlrTE:D�cyj� ADDRESS: gOx CITY: //51 PHONE:53d) S29—v "DO/ CONTRACTOR'S LICENSE NO. 319'7&'f 5. I will provide some. of the work but I have contracted (hired) the following the work indicated: persons to provide NAME ADDRESS PHONE TYPE OF WORK IGNED: `PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: D pdJ� NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. Tliis verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. " For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability -if that person applies for the proper permit in his or her name: Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 . If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register .with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out Iliese obligations, and ihese risks are especially serious with respect to worker's compensation insurance; 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under Stage Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. ' If the structure is intended for sale, property owners. who are not licensed contractors are allowed to perforri their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `ownerbuildeu" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinlarel , fi; Ii�� dll Michadl C. Vieiia, C.B.O. , Manager. Building Inspection' NOTE: ' This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Feb -02-01 08:24A OWNER: FIRE, DAMAGE REPORT Mc 00dlaLvO 9-4asr LOCATION: 15-3 0 CONTRACTOR: 1/nJ K n/o w,4 DATE TO INSPECTOR: HI OS PERMIT' HISTORY:( ) NONE Building Description: Commercial/Usage: ResidentiaUM of Units: Currently Occupicd_ yLS Abandoned/Vacant P.01 DATE: t �3 A.P. ZONING: ) AS FOLLOWS:__ N e i pzu5c- I�ot� ��► sPOn/� e �S 5 BUILDING INSPECTOR'S REPORT Electric: Yes V No Electric currently On Off Condition of Electric G o ri6f roti g - Gar Natural Propane_ None Currently Ong_ Off Obvious Problems: ON L Sanitation: Plumbing Working Well Working yds Potable Water___ Obvious SewageProblems l),o..1 e, Description of Damaged Ana:_ F, /L ,bac P 1011oF' eJ e -, =-c A pJ c Estimate Valuation of Damaged Area::;rJ 0 J O Condition of Foundation: Good Mobile Home: Condition of Utales: v °i Inspector. �' �a Date Sketch building on reverse and indicate area of damage. !o-Z?-97 f7 Sq 7 q5 APPI . 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McDONALD RESIDENCE Date........ 09/24/97 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 System Type HOUSE Hydronic ACSplit HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.939 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS R-4.2 0.880 R-4.2 0.910 System 1 Storage F External Insulation R -value R-12 Pilot Light n/a Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) Combined Radiant n/a 10 0.5 0.75 0.023 SPECIAL FEATURES/REMARKS This building incorporates a Combined Hydronic Space and Water Heating System. Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas PipeInsulation 1 0.89 50 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation System Efficiency Input Fraction R -value 1 Storage .94 100000 Btuh n/a R- n/a HYDRONIC PIPING AND SPACE HEATING System 1 Storage F External Insulation R -value R-12 Pilot Light n/a Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) Combined Radiant n/a 10 0.5 0.75 0.023 SPECIAL FEATURES/REMARKS This building incorporates a Combined Hydronic Space and Water Heating System. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: xowwtBUILDINGPERMITNUMBER: PLAN CHECKER: �'� /� A. P. NUMBER: Ggh R A i : Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. 6 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side ,yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sl riuiklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). - --- - — Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 3 10.9. 1 ). Plumbing fixtures, water closet clearances and shower size.�k STRUCTURAL DETAILS: } 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 13, Clerestory requiring balloon framing and/or engineering. 114' Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. —7'.— Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 1A� Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. Stud heights s 4szg 13 Adobe soils - special foundation design.�1 �� o Oja'tL_ 4. Retaining walls requiring design. ��,¢� `- vo-�- /'.0 �,y�,e f / Special Inspection requirements. n 'f 16. Header size. June 1997 3.2 MI - ELLANEOUS ITEMS TO LOOK OUT FOR:. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. ` Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. 4-'/--- C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: — Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers / i .Tune 1997 3.2 Dave and Donna McDonald Residence 15309 North Lake Drive Magalia, California Structural Calculations Moreno Engineering Roy Moreno P.O. Box 1766 Magalia,Ca 95954 October 5, 1997 loot#4, r /a, O G L LO G C) l A �yZldol, j /a, c O Mv 0 Z Lu WALel pe e -.q' D, B Ci n c; z CD 11 but- aA75t fir: C� i mss s,GtL) I --ire �%Old load /7,-,-- 144W 77- #e, la Ao�/ A 6,/ zr lalqelet finks. L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538.7541 FAX: (916) 533-2140 10/8/97 DAVID & DONNA MC DONALD 13805 ANDOVER DR MAGALIA, CA 95954 RE: B.P.#97-1649 A.P. #065-520-016 WITH REFERENCE TO THE ABOVE SUBJECT, ATTACHED IS: [ ] PLAN CHECK LIST [ ] RED MARKED CALCULATIONS [ ] RED MARKED PLANS [ ] OTHER ACTION REQUIRED: [ ] COMPLY WITH PLAN CHECK LIST [ ] RESUBMIT PLANS WITH REVISIONS AS REQURIED [ ] RETURN ALL ORIGINAL MATERIALS & REVISED PLANS TO THE BLDG DEPT [ ] OTHER SHOULD YOU HAVE ANY QUESTIONS,'PLEASE CONTACT THIS OFFICE AT THE ADDRESS OR PHONE NUMBER LISTED ABOVE. SINCERELY, LINDA SEXTON MC DONALD •' .PERMIT APPLICANT ASSESSOR PARCEL N0. 65-520-016 PERMIT NO. 97-1649 DATE 10/8/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: WE ASK THAT YOU PROVIDE ROOF.FRAMING, 2ND FLOOR FRAMING, AND 1ST FLOOR FRAMING PLANS' IN 1/4" PER FOOT SCALE IN CONFORMANCE WITH THE REST OF THE PLANS. PROVIDE VERTICAL'LOAD CALC'S FOR ROOF & FLOOR FRAMING MFX`:ERS & HAVE THE PLANS FOR THESE STAMPED & SIGNED BY THE ENGINEER. 'S a i - n� J:��.rr�o��v0 IcL HAVE TIS TRUSS ENGINEERING REVIEWED & APPROVED BY THE ENG NEER FOR COMPATABILITY WITH HIS LATERAL DESIGN. FOR LATERAL CALCULATIONS BY ROY MORENO, PLEASE ANALYZE TH ADEQUACY OF THE ELEMENTS OF THE LATERAL RESISTING SYSTEM TO TRANSFER LATERAL LOADS THROUGH THE BUILDING TO THE FOUNDATION/SUBGRADE. CHECK SUBGRADE ADEQUACY AT CONCENTR TED LOADS. PROVIDE WINDOW OPENING SIZES (LENGTH & WI,DTH) AND WHETHER THEY ARE FIXED OR OPENABLE SO THAT I MAY CALCULATE GLAZING AREAS. I CALCULATE 4,494 SQ.FT OF LIVING AREA & 1180 SQ FT OF YOU AGREE. A NEW SCHOOL FEE FORM WILL BE REQUIRED. PROVIDE A WINDOW IN THE OFFICE NOOK OR RE-LABEL.IT AS A PLEASE PROVIDE 3 COMPLETE PLOT PLANS FOR THIS PROJECT. DON$ PENDING THE ABOVE.. I AM RETURNING 2 SETS OF PLANS, 2 SETS OF TRUSSES AND 1 SET LINDA -SEXTON m GEORGE KELLOGG CC: TOM BANCHIO AREA. PLEASE SEE IF PLAN CHECK HAS NOT BEEN CALC'S TO YOU. If you wish to discuss any requirements, you may contact .me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. October 23, 1997 Ms. Linda Sexton Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Permit No: B.P. 97- 1647 Assessor Parcel No.: 65- 520- 016 Dear Ms. Sexton: RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California I have attached a copy of the Butte County Building Division comments for this subject project. The following comments are a response to the 8 comments as noted in your 10-08-97 letter that requested additional information. 1.) The requested framing plans have been added to the set of construction documents. 2.) The vertical load calculations have been provided as requested. The truss calculations have been revised and they are dated 10-22-97 by the truss maufacturer. I have provided a new and substanially more detailed lateral load analysis for your review. The lengths and widths of the windows are shown on the revised set of construction documents. -ffy—It is my understanding that the owner will provide a new school fee form. 7.� This item has been eliminated. It is my understanding that the plot plans will be provided. Please call if any additional information is necessary. Sincerely Fq/�eerin� y Moreno, O.Box 1766 Magalia, CA 95954 (916)873-6202 Enclosure RM/dg w t October 23, 1997 Ms. Linda Sexton Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Permit No: B.P. 97- 1647 Assessor Parcel No.: 65- 520- 016 Dear Ms. Sexton: RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California I have attached a copy of the Butte County Building Division comments for this subject project. The following comments are a response to the 8 comments as noted in your 10-08-97 letter that requested additional information. 1.) The requested framing plans have been added to the set of construction documents. 2.) The vertical load calculations have been provided as requested. The truss calculations have been revised and they are dated 10-22-97 by the truss maufacturer. I have provided a new and substanially more detailed lateral load analysis for your review. The lengths and widths of the windows are shown on the revised set of construction documents. -ffy—It is my understanding that the owner will provide a new school fee form. 7.� This item has been eliminated. It is my understanding that the plot plans will be provided. Please call if any additional information is necessary. Sincerely Fq/�eerin� y Moreno, O.Box 1766 Magalia, CA 95954 (916)873-6202 Enclosure RM/dg E. VJYERMIT APPLICANT MC ,,DONALD PERMIT NO. ASSESSOR PARCEL NO. 65-520-016 DATE 97-1649 10/8/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. WE ASK THAT YOU PROVIDE ROOF FRAMING, 2ND FLOOR FRAMING, AND 1ST FLOOR FRAMING PLANS IN 1/4 PER FOOT SCALE IN CONFORMANCE WITH THE REST OF THE PLANS. 2. PROVIDE VERTICAL LOAD CALC'S FOR ROOF & FLOOR FRAMING MEMBERS & HAVE THE PLANS FOR THESE STAMPED & SIGNED BY THE ENGINEER. HAVE THE TRUSS ENGINEERING REVIEWED & APPROVED BY THE ENGINEER FOR COMPATABILITY WITH HIS LATERAL DESIGN. 4. FOR LATERAL CALCULATIONS BY ROY MORENO, PLEASE ANALYZE THE ADEQUACY OF THE ELEMENTS OF THE LATERAL RESISTING SYSTEM TO TRANSFER LATERAL LOADS THROUGH THE BUILDING TO THE FOUNDATION/SUBGRADE. CHECK SUBGRADE ADEQUACY AT CONCENTRATED LOADS. 5. PROVIDE WINDOW OPENING SIZES (LENGTH & WIDTH) AND WHETHER THEY ARE FIXED OR OPENABLE SO THAT I MAY CALCULATE GLAZING AREAS. L6 I CALCULATE 4,494 SQ FT OF LIVING AREA & 1180 SQ FT OF GARAGE AREA. PLEASE SEE IF YOU AGREE. A NEW SCHOOL FEE FORM WILL BE REQUIRED, PROVIDE A WINDOW IN THE OFFICE NOOK OR RE -LABEL IT AS A CLOSET. PLEASE PROVIDE 3 COMPLETE PLOT PLANS FOR THIS PROJECT. A PLAN CHECK HAS NOT BEEN DON$ PENDING THE ABOVE. I AM RETURNING 2 SETS OF PLANS, 2 SETS OF TRUSSES AND 1 SET OF CALC'S,TO YOU. LINDA SEXTON GEORGE KELLOGG CC: TOM BANCHIO If .you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:dO p.m., Monday through Thursday. Dave and Donna McDonald Residence 15309 North Lake Drive Magalia, California STRUCTURAL CALCULATIONS Moreno Engineering Roy Moreno P.O. Box 1766 Magalia,Ca 95954 October 23 1997 Cl. 0 m a E 0 U N LO n ,n .c Ci w !/�P&e,O1 Lail X o7�� A aN� Gmr �S( Yzcrl/i i7n7u1%t4' �. ( � ge i IIAUII��AIJ Lel')'U a,; -// o � � . eXc4�W * //e `� � eke ISL z ,� �e,� (l/ ,) No. 5505 Engineer's Computation Pad CL 0 cz =AS Aw s wry lids = I sv1z6,�)f 0 a E 0 U L t C) Q) `"LO c zw v=Cz�w/��= o,¢l✓ Ira T�kezfol d �- ted�/ )rl-oop: R� of {rsP der: 74�YZ� =Z3lo � 48°t/9G f 107 E .o U LL C:) CD 0,q) zw /el[�(r/�o!/8{'`%Z15./7.i-#e- la 7�9�/ A C r DECK LINES \ FIRST FLOOR BUILDING LINES F 1496' 0� HOUSE BUILC'GVG LINES GARAGE BUILDIN LINES I-1 n UfiV '� - ALL LAYOUT it!E:1SUREA!(_NTS m i 4CC%1FR.'.'FL HY BUIL['FH 3 12,9.CLO I _ o DoueLE �STRUCJOIST ROOF FRAMING OVER SECONO FLOOR DETAI/.S SUPPLIF.C) AY/A!-NUFACTURER 1-7 .a KC26iA3 sN I ' O SIMPSON ASTSECOND FLOOR 1 6 S�[jAPS. frROM lC?SECOND STORY FLOOR PLAN SCALE 1/4-12"• -• ----- r /�P� a �'ot� �u�fJ� us�i �ar /.,�;1�! �ys� �a�s� oh- ueGs�fizr�.2,3�� V A S.W. HD 3A 17' ti 6' —'T� 8'6` —6'G• 3+0 6/0 6/8 -TEMP. SW I.' SW eC 2621 hDL H• WRRK BENCH STOR 1 LARD STORA S'6• N JAo I $HOWLr.. -EC 5/ 310 .N ROOw 3 ILE. VAC. "'fit 3 SLSTEw- y 12 ' LIASTF.R blf1R I run rO RVIsN . �N AN,�v •lR 32• REF. KCM 34 rENPERE 5/0 81-PASS = •r 5 2r6'SUPP $ DER BEAM 1! IVF., $I.Vx cx32 z/e e P ,. n CON- 5'//2'x •GLU•LAM7-Dj, OPATIO TO' BE DESIGNED ON SIT�O stEP a ORT LADIIDHL p•gPor a AR " N STEPS OGARAGESOUAR FT.O MTv. w INS /� S 12' 1D' 14' CA''' 3/ ` - cL {} HOUR FIRE WALL JA - TG' C SHELVES 2/6 ARAGE TO HOUSE PROIECTI N 8x8 Ox SEC, . CAB IRK 1 328'SOL1O CORE 26�tl1 12lVA SELF CLOSING N A 4 ' 1.K L14_ •I ECJ[-T &15LINEN Le 2/' �',L V.[W 34 2 2/6 NOTA Sw NO2A N H s e'x8'O.H.SEC.OR. MDQ Bx B•QIL SEC. DR. 3 /o HAI l` W . 3y A WIVRRW e00K SHELVE I L'xK 11NM'R FF.1 V 12' AT LI HALL 9 6 12' CLAD ti 1TRr K zurel 36. ND}1 GO"C` +'' KGM3S I BOOK SHELVES CONCRETE DRIVEWAY LANDING 14 S rl2'. 111E Oo ;. ',..i I eHP cwSTEPOR Z/dp�'SN 36 UPNOLHD5� -0 ELECTRICAL LAYOUT WILL BE SUPPUED'> WOOD OEcK — C ET CAB. STEP ZA S T.Y. N/0 REF _ f6• ON (1'/N PAGE 6 • z/6 COVERED 22' - - BOOT S/ KITCHEN TRY PORCH —_ I CASE A•IS/NK 6'x of FIRE PL T _ j � T q tio.Loc ♦ HOUSE HEATING FLJOP RADIANT o BUILT-IN !6' BEAN SCREEN POacH � SE VENEE D.W. � s6 — Sly 40- 6X/2•h_'CI OFHE.;Oficc i�VfI11Yl.lCJl✓S TON 20 sLArE FLOOR TORG,mVENE .:rlr F.Y Tt—?/L;// D006!i um r, � ;P!:cin,,!) s%PSSX12• 10• so I GLU•LAM is ♦ ;_.\"6'.1/0. 1. �IULC lrt'OL. FXT IRILLS TfP GREATIn .R — -- — 6'x6'NnLOFPOSI ti^. ".RD + F'wo"s Kcu 34 o Al 1. .-14 TC) PEAM TO H4V_-.4;1: JVEO CONNECTORS '`'.1Q W- xl0'BEAMS OVER B/0 I NC' •hh 3 E c -.:)OS 3WIHG:1_.! 112'FLYWOOD SHEAr,'PANEL ALL EXTERIOR WALLS CEILING HtIGHT r•'Hx:•U CMG. 12'FEILD NAIL FIRST FLOOR APA US PRO UCTPSI-83 3•Iililz' 6LU-LA.y OVER —- 3/ ~ -- DINING AREA • HO 5A AN[IH02A ATTACHED TO TYP 2X6` AND2X4'FRAMI,VG �ct O xcx ss6 /B s'I/?ssi/:'rw-LAAI� L NN r0 ."REAM N0� = ALL HOLO DOWNS ANCOREO WITH SS T8 /6 TYP. STEP ; Kc W z. z KcW l KcW ss. SEE DETAIL 24 S/ FOR TYP. HOLD DOWN 12 24 - I d - - - - -- c 6 Q LOAD BEARING LOCATIONS {} [LEAK REDWrRD OR SLAT DECKING FOUNDATION UNDER ALL LOCATION 0 tCK t _ 011/2 PLYWOOD ROOF SHEATHING-APA PSIDjApdaAA4 6EDG 12*FIELD (IF 5/BXl2` FOUNDATION BOLTS 3'OC. FRONT WALLS OKIK .Cl AD (.'A;>EI:IENT t✓/'/L)C!YS O div-+aasAr�s SHEAa WAL �. 12 /N SEISMIC ZONE 3 d" o IFLOOR FLAN SC,LE Fal � � o Aul.�1 AU4)� �Ga. �.! ! t r fiAz� 1181-1&1, l4'-6" 44'-0" 36 SPACES e 24" O.G. _ 12'-0" i 24" 2'-0" 1 EA. MK F3 MK 3'-6" - 1-4f [ - GUT FROM - 9 9 IEA. - e I N - 2 EA. U11 'I I 6 EA. MK F5 L ._. 11 EA. III MK F8 - 6 EA. , I MK F4 I 11111 I '" J_IA IEA.. it MK F3 I - - - ._I.- - — - TNIS BAY I I 1 ; I ! ��•.; I -2-EA. �— I I i i (r M F2 I IIIII ' N 12. EA. --- h MK F2 -` -"---- I_ - I I/e" x 9 112" EZ RIM 6 EA. TyP. a EXTERIOR 0 MK. FI 1st. 1' LUnR NOTE: 9__ 1�_SJ— 5JOIST LOCATI N PLAN 1. - SEE GENERAL NOTE a ON 5trucJolet INSTALLATION SCALE 1/ "=I'-0" GUIDE FOR BLOCKING MATERIAL LIST e RIM JOIST 2. - SEE C.)i-TAIL- 'F8 9 1/2- SJ -25 F 1.00H J TS: FOR LOAD BEARING WALL FI - 6 EA. - 14'-0" % 1 I/B" X 1/2" EZ RIM = 282 LF. M ABOVE. F2 - 14 EA. - 20'-0' 1 9 1/21: J-25 BLK'G. *9 24" O.G. = 46 EA. F3 - 2 EA. - 13'-0" 9 1 SJ -25 BLK'G. e 16" D.G. = 6 EA. � 9=4 - 6 EA. - 15'-0" ��-- p - 3 EA..- 50'-0" _ F6 - 11 EA. - 60'- / Fl - 6 EA. - 31'-0" 1 ` F8 - 6 EA. - 29'-0" o D m o Nm I3 �) �i O m O Dm m � li n 0 gDu Z 0 D F- f 1181-1&1, l4'-6" 44'-0" 36 SPACES e 24" O.G. _ 12'-0" i 24" 2'-0" 1 EA. MK F3 MK 3'-6" - 1-4f [ - GUT FROM - 9 9 IEA. - e I N - 2 EA. U11 'I I 6 EA. MK F5 L ._. 11 EA. III MK F8 - 6 EA. , I MK F4 I 11111 I '" J_IA IEA.. it MK F3 I - - - ._I.- - — - TNIS BAY I I 1 ; I ! ��•.; I -2-EA. �— I I i i (r M F2 I IIIII ' N 12. EA. --- h MK F2 -` -"---- I_ - I I/e" x 9 112" EZ RIM 6 EA. TyP. a EXTERIOR 0 MK. FI 1st. 1' LUnR NOTE: 9__ 1�_SJ— 5JOIST LOCATI N PLAN 1. - SEE GENERAL NOTE a ON 5trucJolet INSTALLATION SCALE 1/ "=I'-0" GUIDE FOR BLOCKING MATERIAL LIST e RIM JOIST 2. - SEE C.)i-TAIL- 'F8 9 1/2- SJ -25 F 1.00H J TS: FOR LOAD BEARING WALL FI - 6 EA. - 14'-0" % 1 I/B" X 1/2" EZ RIM = 282 LF. M ABOVE. F2 - 14 EA. - 20'-0' 1 9 1/21: J-25 BLK'G. *9 24" O.G. = 46 EA. F3 - 2 EA. - 13'-0" 9 1 SJ -25 BLK'G. e 16" D.G. = 6 EA. � 9=4 - 6 EA. - 15'-0" ��-- p - 3 EA..- 50'-0" _ F6 - 11 EA. - 60'- / Fl - 6 EA. - 31'-0" 1 ` F8 - 6 EA. - 29'-0" 138' 13" 26" 38' G6' PATIO AREA I 38' 6v — - 49 t CCONC. .' / J FCANTILCVEFt- 96' - 1 ISXISx B' PIERS TTR I 3.5 4' THICK CnNCRETE SLAE YIi2•x6•FLOOR BEAM 4A4'ZaE= 70 :TEFL REINFORCED - 23'9• - - - IS b - - I I - I I IY6- IS'XIS'X8'PIERSI I POCKET OR POST SUPPORTS UNDER FLOOR B AMS --1 '�-8'3•--} I 22' 14' V I I 13'112x6". FLOORSEAw I z- - I - --- - - - - u mevea - � - - I L f1 I — —� a' 8Y 2' 12' I I PROVIOE 18i No. 5505 Engineer's Computation Pad N Ate. Ol 41'-0" 33 SPACES a 16" Oj�:. = 44'-0" 20.. 16 " FBI I IEA 10 EA. I i ! 4 EA. EA. MKF12 j 1 MK -F13 MK -FII TIT I6 I i I� I II 0 4EA. I( 1! m S iv MK. F9 12 EA. 10 EA. NOTE: 9 I MKF10 MKFI3 FTE 1. - SEE GENERAL NOTE 04 ,.Ito - l II MKF15 ON Struc-JoTet INSTALLATION i i l 1 1 1 n� I , jl { GUIDE FOR BLOCKING !�� ( 1m EA. (. l j I 2'-6" m RIM JOIST Hli I 1 I I I I MKFI4 p�; I- 2. - SEE DETAIL 'F8 FOR LOAD BEARING WALL FB3I =I I SUPPORT FROM ABOVE. A 1 1/8" X 14" EZ KIM —. 2nd. FLOOR e 14" S.I-32 JOIST LOCA'T'ION PLAN MATERIAL LIST SCALE 1/16"=1'-o" 14** sJ - :32 F 1.UOIt JOISTS: A(,CHSS0121h;S I)EAIIS F9 - 4 EA. - 20'-0" 1 1/8" X 14" EZ RIM = 159 I -F. FBI - 5 Irl" X IFS" X 19'-0" IJC F10 - 12 EA. - 31'-0" 14" 5J-32 BLK'G. m I&" O.G. = 40 EA. F62 - 5 Irl" X II 1/9" X 13'-0" IJC FII - I EA. - 15'-0" FB3 - 5 1/2" X 9 1/2" X 10'-0" IJC F12 - 10 EA. - 22'-0" FB4 - 2 EA. - 13/4" X 14" X 11'-0" StrucLam F13 - 14 EA. - 24'-0" FB5 - 2 EA. - 1 3/4" X 14" X 13'-0" StrucLam F14 - 10 EA. -50,-0,, F56 - 2 EA. - 1 3/4" X 14" X 9'-0" StrucLam FIS - 3 EA. - 18'-0" FB -1 - 51/2" X 11 1/8" X 11'-0" IJC- F16 JCF16 - 9 EA. - 1'-0" F58 - 5 1/2" X 11 1/5" X 9'-0" IJC r SCREEN POR LINES FIRST FLOOR BUILDING LINES IJ� 28• i��13� SM T 10%� Ir CLO. 2/6 lo" I 45V za GUEST I 3 OFFICE. BEDROOM NOON 136' F7 14' _ CLO. 2/6 2/6 CAO. 391 _ — Sw "C( IK '^ Sw zrfl I GiR.�GE BUILDIN LINE CAB. O CAB. O 7 ua ' KCE GUEST BATH SNb GUEST BATH 32' • ue.n - IO' 2/6 I / , iVe SH0. LIN. �49 (� NIH L6 IS'9' 6�' 2 WALK_ W 1 N w CLOSET A/O h A!) ' A• HOUSE BUILI•GJGLINr_S j - - AIRS OOwN — HALL — .y Sw i IZ'9' GUEST s e 6/0 6/8 2/6 BEDROOM(2) YM 5' CLOSET r a n'9' � • ALL LAYOUT � -/EASU;E�tI[NTS C0\l"�R.•.'-L H)' BUILL.'=k N 3 12 9 --... _ LY 15 BULTiN CLO VCR U7 I 3,6. sw OESK sw S/OKOUSLE STPUCJOIST POOF FPAI�IING �H WALK_ a/a Xp— OVCP SECOND FLOCK K w z 3 '-" 91 FOLD! I = !?ETAII S SUPPLIED f1YL4,'I'IUF"C7URE4 KC 20202 l — w -_3 - KC26103 3w n0 SIMPSON MST SECOND FLOOR b" 1• 6' 16 �6. TO !FLOOR . SECOND STORY FLOOR PLAN SCALE V4:12•' DECK LINES \/ 70 m C 0 a E 0 N L L 0 LO a) LO C Zw Z 1� -V 11 1" / 1/,e�� za / moi, � y f II le/8 t/ ST/S a -- 'Is -f 4 < /,Z / I. -X t,4,0,-1' . are- rA 0 D Z m I— O Z n j, D m K _n C� no g:1) I [l Z I� D r NOTES: \ 14'-0" I. - II -1/8 SJ -15 SLOPED t SKEWED JOIST HAWiERS _0, TO BE "SIMPSON" LSSU210. �2. - WEB STIFFENERS ARE REQUIRED WITH JOIST HANGERS U / 3. - BEV. PLATE IS REQUIRED a BOTTOM BEARING. 6 EA. 4. - 5J-15 BLOCKING PANELS ARE REQ'D. A CANTILEVERED MK R5 BOTTOM BEARING LOCATIONS. fL �11 1 EA. MK RI I EA. MK Ri — 2'-0" 14'-O" 14'-0" _ 6 G/L RIDGE 4 EA. 0 MIC RI it --,----- *-•------------------• - Low ROOF e i._;l_ REMI�ItA1�11N(: l'1.:1N ii nul2_ SCALE 1/16"=I'-0" 4 EA. --- - - -------------- -- - - MK_ RB 3 EA. MK R4 cAtr FCM 4 EA. — MC R9 2 E A. MK R2 RAFTER ROOF BEAM MATERIAL I1ST TYP.OF B MATERIAL LIST R61 - I EA. - 5 1/2" x 18" X 26'-0" IJG -- kB2 - 2 EA. - 1 3/4" X 16" X 28-0" StrucLam II 1/13" 5J-15 RAFTER LIST: R03 - 1 EA. - 5 1/2" X 16" X 45'-0" IJC R04 - I EA. - 1 3/4" X 14" X 30'-0" StrucLam RI - 14 EA. - 26'-O" R55 - 3 EA. - 13/4" X 14" X 26'-0" StrucLam R2 - 16 EA. - 33'-0" RBr, - 4 EA. - 13/41' X II 1/8" X 26'-0" Strucl_am R3 _ 5 EA_ _ 23'_0" RY3l - ) EA. - 1 3/4" X 11 -1/8" X l'- ?" 5trucl.am R4 - 6 EA. - 32'-0" R58 - I EA. - 1 3/4" X 16" X 15'-0" 5LrucLam R5 - 6 EA. - 19'-0" R59 - I EA. - 13/4" X II 1/8" X 26'-0" 5truct_am R6 - 14 EA. - 11'-O" R©10 - 2 EA. - 13/4" X II 1/8" X 29'-0" SLrucl_am Rl - 1 EA. - 14'-0" RBII - I EA. - 13/4" X 16" X 20'-0" StrucLam RB - 16 EA. - 20'-m" RB12 - I EA. - 13/4" X II 7/H" X 8'-0" StrucLam 9 R _ 4 EA. _ 10'-0" RB13 - I EA. - 1 3/4" X II 1/8" X 1-1'-0" StrucLam R514 - 1 EA. - 13/4" X 16" X 14'-0" 5trucLam 11 -1/8" 5J-15 BLOCKING m 24" O.C. = 313 i_A. -14!17 DORMER FRAMING IL BY OTHERS 14EA. U - � MK Rb �- --� i; � 13 X fL 1 ' 3 cv y .D U ' y • o — — - — h -7--f- - f- .... ......... .......... .........! GUT FROM 9 MIC RI MK R4 MK. R3 TYR OF 5 HIGH ROOF FRAMING PLAN SCALE I/16"=1'-0" n(U �� %"lZ�SS' �L.G�! �S Gl��1✓'� d'E: 6�j�'�c1, �71� S� ��2 � a _ .76 LO zw OC -T,22.1997 11:35AM MITEK INDUSTRIES NO. 554 P.. ==6« c<ACES-32 Ver•Ol•1 » »'==oo�'=za=( 462064 +�+sour+�==<Oct 22 08638:1 =Doug■ w¢d Oct 22 08638:13 19S7 Cus�omez ggpp Trsss ID A Family # g/12 Project #: Offl Tedd ID : 5 Top pzt:ch 6■=__ Spin 24-6 e—s�C==asa3aooaa.--a■..ssa+.rre===■C=,.vo.==== REACTIONS SIZE APPROYEO TOR MITEC 19DUSTRIE4 INC. }ORCE>t LOAD CASE M1 1••1664 3.50 ' 2=•1842 5-6. 1516 2 T■ 47A ss•1664 3.50 2 1='•6.1. 6.781039 3 -Tv 1- 1516 3e6 681 3.4 •1614 T 4.6-474 G•S••iE:2 . PLAT2 OFFSETS (XFLEFT,Y■TCP ); W4,2) i 4) 414 �� 8-0 (d L. Hl, TO PK:14-8-11 R. HL :0 PK :14-8-11 7 RIGHT L3FT REIGHT:0-4-7 SPAX:24-6 RIBE:8-6 _ *M �R�E OgLVl'i$giRADM1iX STRESSES fflj «:��}l 2X4 F LUKBtr GR DF -L OP 1-2=0.629 CHORD:2X4 No.1&Dr-r GR DF -L TOP 35� 14 OTT 7-1=0 524 < L/360 WE S :2X4 STANDARD GR DF-' -- DOTT 10 LL.DEFL.07=0.06 a===mmw"Lwznam-a vo=—====----=--==v- ==a.. I w..pa �m,Acoaca�moa�vY SPACING • 2 0 iYi. O_..C EPE^IMIVSrJumli SlV3ED :;;gm=n 1.15 N0. OF ME1'ERS = 1 DEFLECTICN(IH.) L.L- 0.06,D.L•O.O4,T.L00.09 T TRLS° NAS BEEN CHGCKCD FOR 10 ?SF µC11•CONGuRR6NLIVE LOAD AND 5.00 T1F DEAD LOAD ON BOTTOM CHORD PER Tn9LE 16.3, Ue[•Sw FLATC3 ARE PlIEK M20-186,147 MANUFACTURED FROM A4TM A 446 GRD A 6ALVARHOVW 01$ICNECONF AS SHOWN) P�ATE MUST BE INSTALLED OH EA. FACE CP JoIHT,YTNMETRICALLY(lXCEPT A9 BNONN)DESICN CONFORMS WINDS DESiCN SCEcS, UDC )CBo,T➢1 91 Tklf CES10N 14 FOR TRUSS FA3RICATICN ONLY.FOR PERMAMENT AND TEMPORAtY gtACIN4(VNICH I$ ALUAYS REOD)CONSULT iLDG A,RCH;TECT OR ENL:S:E?. 7nnM ssaxi xgwl SSOAI SUC 9DZ 9T6.Q. TO:£T 46/ZZ/OT 0LT,22,1997 11:36AM MITEK INDLI3TRIE5 140,554 P.2 [ 462065 l ---y¢" Wed, 1 1997 ;_-«<cACE8-32 V2r. 7.i??»==a=■��=_—_ : 104_ CUSComer • SpNCHIO Truss IA TOn� l #' : R/l2 AGE p Pztca RH2680 Quantity ; 1 pxo;ect �' 24-6 Span .rrr=■.eos�oac errrr.. s.gld(5/Z/5997),v1.13=��--rassw > vertS.cal tuds �n C or anew w:t'h standard or es er-d der -ail Jo � ]. -Gable stuff s aced at , 16:bin4�h a o . c .. !gR 1 2 _Bracer 9 be x n rovIaed a or. a airs budtunle ar trLe_wise r.otad �3 Co11t�ruou �aCe C each en o g 4 -Provide 1X4 p PLATE os;SETS (XoLEFT,r■T0M.[1743,31, 3: 8.3.15 'j1 1 O5D VAG k` tiG' (fir 2 � `fig :5 r R p PK 14-6--T_ 37.-T TO PIt:14-8-11 RISE:8-6-7 RIGHT TO 7 -- LSpAN:24-6 -----•____=_____-- 1,EFT 3E_GH1c0-4-7 - ___=_-- -• =====sm■■■-r-c_=aaaarrs.�6-aoaaIRIMU-- BER MAX STRESSES MINIMFO a�%E Ojo.IM LCAD:NG J(PSF) lop CHO-RRDD:2X4 ST GR. D= -L' ,., r GR D� -L Top 3n i0 ns GR 01-L 5O'PT LL.DEFL.®0=0,00 sz+-vo==smaaaszasssast a aG=:s==a-•--'sw-rarra=��aasssc==3scr■r�=-sari==-- _=I-SE SPACING 2449 1n. o. C STR. INC • LUMB 1 . 1S PLATE 1 , la N0. OF MEX, = 1 R3PBT=TfVE STRESSES :,TSVO JGrLS:TIOH<:N•) L.L■ 0,0919 L-0.00,T.L=0,00 cEDT AS SM01(M; pLATES aRE MITER 1420.186,147 KANUFACTURED FROM ASTM A 446 490 A OALVAN1210 %TJJ6(Ex Uac.Ice0,TF1 S1 rLASC�r.USTH6ISI FORATRU55O GA. FACE N OIILPI F ,9YMMETX T`AHDETCM�AS 3HO C)MICICHCI$ ALWAYS NRIODCCON3ULT•BL;C ARCHITECT OP E4r:a 'R. ,.,�. gsnx . xgwl ssow 6ZCC vrZ 9T6.Q TO:CT :6:,�".,0T OCT.22.1997 11:36RM MITEK INDUSTRIES NO.554 P. 462066 ] e==««F.C'S-32 Vex, 1.1»»��- ""=m Wed Ct 22 08:38:23 1997 CUs orner BONRIO Truss In e FaMiTy # 8 pr0 ect #: RH2 0 : i2 Top Pitch12 Span 28-6 Quantity =sBld(5/2/199T),v1.1�=m=asmmmmsrmsW.am=-=sascvsstaz=seas=rssss=—.sm APPROVED FOR KITF9 INDUSTRIES SNC. FORCES - LOAD CASE Ni REACTIONS SIZE ta•1666 3.50 1-2-.2212 5.6. 1921 2-8= 141 g:•1664 3.50 2•;=-177 6.73 1322 2-7=-714a 3 c- :e77 T•b= 1822 3-7- 939' c-5-.22+.2 B -t= 1822 4-7-714 4-60 161 PLA -E OF•`5t1S (%cLEPT.Y-TOP);1!7-4.2). 5 -1-5 7-1-1 l 7-1-11� CSO YG 40 OCT r�por�19 1X4 5X8 1X4 7-1-5 21-4-11 28-6 7-1-11 7-1-11 7-1-5 7-1-5 (6 RR �IIZZ,, hC 1 L. FiL TO pp�( :1.7-1-8 RI5S:9-10-7 RfG1% IGH- 0�<=7 LEFT HEIGH :0-4-7 SPAIQ:28-'6 m nra s s s s W=====01 Was a am s■■ r■ mum m a=______ LOAD LNG L(PSF� MAXER p STRESSES MxNIMUM�RADE DP ?�UMBggtr TOP 35 14 BSTT 7-8=0.479. BOTHORD:2x4 No,&Btr GR D. gC^T 0 i0 LL.DEFL.07s0.08masa/3s sassaWEBS armaso2-4ssSc D1�RD..GR`17R_L+==== mmGc�:saa. ACING ' 24.0 in. O. C. STR.INC.: L ].15 PLATB m l•15 OF MEMBERS = 1 REPETITIVE STRESSES USED U£9 2.7; 6.7 ORACED 4t 1/2 POINTS A7 4HOUN MWI wola:U%e 1x4 or 2x3 Cone.srac!nB eonn.w/3-6d na1(s,or T-broce of same site and 9rod• •s web conm. to narrow face /'.Od nsi',s o •n. o.c DEFLECT!OU(IN.) L.L- 0.08,O.L-0.0$,T.L30.13 TRUU PLATES N APE`MET`tKNNlD-D8b 147 MANUFACTUR OFOR 10 PSF �FRCM ASTMILMT yA 466 ORO ALOAD AND S.00 POF UALVAHIltO CTEEL(EXCELOAD ON DOTTASNSNOWN) PER TABLE 16•B, U&C-94 PLATE MUST BE INSTALLCD ON EA. fACC OF j0!NT,EY"TRICALLT(lxCEPT Ai GROW31910 CONFORMS u/Nos DESIGN SPEC$, U1C•]CBo,TP1 91 THIS DESIGN IS FOR TAUS FABRI:ATION Owt.r-rag PERMANEWT AND YgHPORARY 6RACINC(UNICM IS ALWAYS KE00)CONSULT 600 ARCHITECT OR IM NEER. onnM ggn)LT. Nfilrl'i SSOIQ SZCC 9bZ 9T6Z CO;CT L6/ZZ/OT PLATT::FTSEIs (X=LEFT,YvTOP):(17z4,23, 1X4 )4-3 T 21-4-1T 1 28-6 ' R:TO PK 5 HL TO PK:X7-1-8 R�aHT HEIGHT:0-4-7 L-FPT HZIGjTT:0-4-7 SPAN. =cCII��-GGgr.asvmrri...i....1a�Siar=��ri><ailitrrr..irr===�OCaaa..a.a____oo.�:- LOF.D?NC (PSP) MAX STRfiSSES. MINIMUMR8RADE OF LUNBDR TSP ll p TQP CHO :2X4 No.I&Btr GR Dr -L TOP 35 14 9 T1' 7-J-0.944 BUOT CHORD:2X4 N 1&Btr GR D: -L a '479 WSBS :2X.4 S�ANDARD OR DF -L 30'17 0 10 LL,DEFL.07-0.08 < L/360 _--=a==amva.w4�._sLaasIDif r..er..r.�oar••�oa.saSpACING : 24.0 in. O. C-, STIR INC., LUMB a 1. 15 ELATE a 1.15 NO. OF MEMBERS 1 REPETITIVE STRESSES CJS D 1ES 2.7' 4•T SRAM at 1/2 POINTS A9 SHOWN A70VE ae:e:v&o lx4 or 233 conx.Bracino conn.w/2.8d nails,or T-braeQ of some slit/ and 9fodo 0 rtb COMM- to narrow face w1l no :A. o c biF'.ECT10V(1W-) L.Lz 0.08,D,L=0.D5,T,L=0.13 TRUSS HAS BEEN CWrCKED FOR 10 PSF NON-CONCURRrNT LIVE -LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TAbLe 16.8, VSC•96 olar�c A:E NITEIC M20.186,147 MANUFACTURED FKCM ADIN A 446 GAO A ¢ALVANI3GO STEEL(EXCEPT At SHOVW) INSTALLED ON EA. FACE OF JO1NT,5fMNITATCALLY WCEFT A5 SNOUN)DEBION CONFORMS W/NDS DESIGN SPECS, U5C•IC80,TP[•91 PLATE MJCT KBE I Tx19 DESIGN 15 FOR TRUSS FABRICATION ONLT.FClK PERMANENT AND TEMPORARY {RACIN¢(VN1CU IS ALWAYS REDp)CONSIJLT BLDG ARCHITECT Up EaO:a££k. ft OC7.22.1997 11:36PM MITEK INDUSTRIES NO.554 P.4 .aotnma:<omr:a{•C•tcMOS3»yy===no_e.c __-,44eACE5-32 Ver. 1.1�as>�r.+:■..swr( 80N HIO 462067 ] Wed ppct 2; 08!3 8 2'1 1997 Family # Q Cuz�omer : #: P122 ao Tru8E11tD 58 Top Pitch 1 8512 Pro ect p �i 28_ S a Quantity ___-�r.oeoxanr+�sara=�aeaa.sassa.t�=%==- Haat AFFROVED FOR MITBK 190VOTRIi�= ��:. ==Bld(5/2/1997),v1•iaC-oima:m�o�aa�=-r"��•-'`s • LOAD CASE Nt oEACTIONS $IZS FCKCIS 1-2-•2312 5.1- 1822 2-58 141 16-1900 3,50 5•-1900 3.50 2.3■ -107 0.7. 1822 2.7--714 3-G•-1477 7-8= 1822 3.7. 939 8-1s i322 4-7v-714 4.64 141 PLATT::FTSEIs (X=LEFT,YvTOP):(17z4,23, 1X4 )4-3 T 21-4-1T 1 28-6 ' R:TO PK 5 HL TO PK:X7-1-8 R�aHT HEIGHT:0-4-7 L-FPT HZIGjTT:0-4-7 SPAN. =cCII��-GGgr.asvmrri...i....1a�Siar=��ri><ailitrrr..irr===�OCaaa..a.a____oo.�:- LOF.D?NC (PSP) MAX STRfiSSES. MINIMUMR8RADE OF LUNBDR TSP ll p TQP CHO :2X4 No.I&Btr GR Dr -L TOP 35 14 9 T1' 7-J-0.944 BUOT CHORD:2X4 N 1&Btr GR D: -L a '479 WSBS :2X.4 S�ANDARD OR DF -L 30'17 0 10 LL,DEFL.07-0.08 < L/360 _--=a==amva.w4�._sLaasIDif r..er..r.�oar••�oa.saSpACING : 24.0 in. O. C-, STIR INC., LUMB a 1. 15 ELATE a 1.15 NO. OF MEMBERS 1 REPETITIVE STRESSES CJS D 1ES 2.7' 4•T SRAM at 1/2 POINTS A9 SHOWN A70VE ae:e:v&o lx4 or 233 conx.Bracino conn.w/2.8d nails,or T-braeQ of some slit/ and 9fodo 0 rtb COMM- to narrow face w1l no :A. o c biF'.ECT10V(1W-) L.Lz 0.08,D,L=0.D5,T,L=0.13 TRUSS HAS BEEN CWrCKED FOR 10 PSF NON-CONCURRrNT LIVE -LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TAbLe 16.8, VSC•96 olar�c A:E NITEIC M20.186,147 MANUFACTURED FKCM ADIN A 446 GAO A ¢ALVANI3GO STEEL(EXCEPT At SHOVW) INSTALLED ON EA. FACE OF JO1NT,5fMNITATCALLY WCEFT A5 SNOUN)DEBION CONFORMS W/NDS DESIGN SPECS, U5C•IC80,TP[•91 PLATE MJCT KBE I Tx19 DESIGN 15 FOR TRUSS FABRICATION ONLT.FClK PERMANENT AND TEMPORARY {RACIN¢(VN1CU IS ALWAYS REDp)CONSIJLT BLDG ARCHITECT Up EaO:a££k. ft .:Lr.GL.l'J7( ii..vrwi rultK 11YUUzIKWt N0.554 P•5 462068 ] samasao=raAs>a=««MOSS?»?wca��aa== 340.<<<<ACE8-32 V r. 1.1>SjStawr=A.ae-== Wed poct 22 08:38;3: 1997 cuS�omer FON 10 Femi].y # . 105 Project f RH2 $0 Truss IA BGE Top Pitch 8/12 Span 28_ Quantity 1 --e(d(5/Z/1997) vl.lm==amanow/�awwssswwmwaw•ee==�w*eesw�wsccmtesasaeca====-w NOTES : 1 -able studs s aced at 1.6 inch s 0 • c _ . Z -BracA vertical S8tuds in ac ance wi ri standard able Pad detail 3 -Cont nuous be rin ov>. d # on ant re bottom cord 4 -Provide IX4 pf"nj it each and o gab a stud unless oeherwise ,notes• ate 3: 21-4-11 0- 7-1-5 7-1-11 7-1 -11 7-1-5 QQ�fEaSlOp( 4X4. � ;�f OCT 2 2 X89 Ann, 0 axr 7-1-611'-3 - 1 21-4-11 _� 2R -F 7-1-5 7-1-11 7-1-11 1 7-1-5 ix: L. KL TO PK:17-1-8 "GH GH'* 0-4-7 ' HL TO 17-1- LEFT HEIGHT!0-4-7 SPAN:28.6 RISE;9-10-7, T HE _ _---- -zoo aA==3 =noon Emma man ==AOO RSaasm=70=wwaa=aa�wsc=aama=a===cccnaT====a=====_ 11 LOADTNG L(PSF) MA.Y STRESSES BpDMjNI�OX4 ONo.1;BEtr GR Dr -L TOP 35 1 TOT X4 O. &Btr GR Dr -L BOTT 0 1 L/360 WEBS :2X4 STANDARD GR DF -L =:sass====IIo==sv==amamswr:c:==3ama==saaa_==a=sp=======s=======c.aa_ ST BTNTIVSLSMfRESS$S1U5ED TE 1.15 NOAOOF MNG EMBER in C 5E!t:CTINO W.) L.L- 0.00,D.L=O.O0,T.LuO.00 FATES Apt: MITEK M20 -1E6,167 MANUFACTURSD FROM ASTM A 446 GAG A GALLVAN121D 9799L(EXCEPT AL SHOWN) P_ATZ MUST 65 INSTALLED ON EA. i10E OF JOIWT,SYK4172iCALLY(EXCEPT AS SNDWN)OISIGN CONFORMS W/WDS DESIGN SPECS, U6C•(CBO,1P:•9' TiTi �ESIGV IS FOR TRUSS FABRICATION OIILY.FOR PlRMANENT AND TEMPORARY ERACIND(WNICH 15 ALWATS RECD)COIISULT OLDG AACY,ITECT OR CNGIN HA. „T�r% SSn?T.T. );gw1I sSow 6ZCC 9DZ 9T6Q 90:CT LB/ZZ/OT OCT.22.1997 11137AM . MITEK INDUSTRIES NO. 554 P.6 -.-----w-<t«Mosso8,3gY3 =- =«ccACES-32 Ver. 1.1»aa=====�= 462069 j Wed Oct 7 997 Customer BONCxYO Truss ID 41 gganvily # Q Project #: RH 80 Quantity Tcp Pitch 8/12 Spun 28-6 �•5l0(S/2/1997),v7.1====a�-r.a■■■m■s.��w=asasss=iwlm=ssbCs6�v . APPROVED FOR MITE< luoUSTRl" IuC. ►ORCF7 LOAD GSE tall REACTIONS SIL! 3.50 t 2= 2212 5.6- 1822 2-6• 141 to-1900Ss.166L 1.5D t 3= 1477 6.7a 1822 2-7s-714 7.8m 1822 3-7. 939 4.5= 2212 8.1= 1822 4-7a-714 4-6-141 ?LATE OF1SITS (9=L!FT,Y-TOP):07-,11, 18.31211 5: -1-25 7-1-11 7-1-11 4 �aoNG y(i 5x6 Sza 7_1_ - 1-4-11 2R-6 -1. 7-1-11 7-1-11 7-1- 5X6 L. HL TO :17-1-8 R. HL TO rK :17-1-6 LEFT�HEIG �0-■■c�a■iaw■SPAN:2■s6===a=tea=RISE=9s-0-7...== =RIoHT=HEIGHT....-?-==_ ppp MINIMUM G�g Os LUMBER TOFJZNG L(PSi� OT 6s0s949 P CHORD:2X4 No,l&Btr GR DF -L OY 3" SOT CHORD:2X44 NN44 1&BLr GR OF -L Trop j 10 LL,D.FL•'7-0.08 < L/360 WEBS 9TANDARO GR DF -L io--T =��alaa10 awMwwa==xwrriES=■.r.la.■aaS=i■iAil=ca■■00■■ii■ai"as=--=�__-___ STR.INC.: L B w 1.13 ELATE ■ 1.15 NOO. ONFGMEMBERS 0 1 n. o. c, REPETITI� TRESSES USED 45 Z-7; 4-7 OPACED et 1/2 POINTS AS SHOWN ABOVE Notgwac 1xL or 2x3 Cont.Bracirm Conn -W/2 -$d naito,or T -brave of s m0 sire and $rade as web cane. to narrov face v/ICC nils 6 in. o.c DU LECTION(IN.) L.L- 0,08,DeLa0.09,T,L-0.13 TRUSS NAS mw exllCK50 FOR f0 PSF NOH-004CURRENT L1v9 LOAD ANN 1,00 PIP CEAO LOAD ON BOTTOM CHORD PER TABLE 16-S, U1SC•9, PLATES ARE MITEK MZO-1s6,147 MANUFACTURED FROM AM A 446 6RD A CALVAN120 6TE61(ESCEPT AS EHOVN) PLATE FUST BE INITATI.FD oV EA. FACE OF JOINT,SYMmETRlcA66Ytezc0T A5 SKOWN)DE114w CONFORMS v/NDS DESIGN SPECS, U C-100 ,TPI.9I TMIS .!SIGN 13 FOR TRU89 FAARK.ATION ONLY.FOR PERMANENT AW TEMPORARY 94ACiNC(UHICH IS ALUATS REOD)CONSULT BLDG ARCn:TEC1 OR onnM SSl12il2iti14-I SSOW 8Z££ 9DZ $Tea PO:£T l6:ZZ-0T or OCT.22.1997 11:3-BAM MITEK INDUSTRIES NO. $54 P.7 4620?0WediOctM22SO8:38a9 1 42 esm■w- Cod z==<c«ACES-32 Ver. 1.1 » »==a..•■=��' customer • 13QNCHIO Family # 01 Px0ject a 1,02660 Truss IA $ Top Pitch 8/1.2 1Z-6 Quantity ==_= ;,pan ..s�SS7■■p:==aat-a_»as-saP Oma■■■■■■rrc== ==Bid(5/2/1997),v1.1=wwwaca=am■■w�- REAGTIOpS BI2G APPROVED F0A MITEK IND'.�FTRI INC- . FORces LOAD CARR 01� 1x•9!6 3.50 I-2-.634 4'78 321 Z -S, t•2 48-720. 3.50 0 3.1: 5ZI 2-4-636 3 c_•299 OCT 10 Z �� ` r / 8-3 6-3 Ot tnxs to glyder WRt1 Simpson or oqual hariger. 0 PK:15-0-4 DRNclZ.6 RSSE:8-8-7 RIGHT HEIGHT:8-8-7 LEFT HBIGHT:0-4-7 S ___case■■■■■■■w c==cav■�■■saa�ma==-c=====--__ ==�r■s.cco-..d■ee-=eeea7:seses3zx..=- E F LUMBER LOADING L(PSF� MAX STlEMS Z M�pINIMCH RtI .3q QF GR DF -L TOP 35 14 TOP BOTT 5-1-0 2 H 18* CFtm 4 STANDARD GR Dr -L BOTT 0 10 L:,.DEFL.@IS=b.01 a L/360 WEBS - ■■■_- ______ -.a-■as■i.3adaa=�=3■�aaC=oaaR�i-��7■K 9 pACII G 24 0 in. o. C. R PETITIVELSTRESSBSyUSEDATE - 1.15 N0. 0 MEMBERS l VEB 3-4 BRACED at 1/Z POINTS AS SHOWN MOVE OEFLECTION(IN.) L.Lz 0.01,D.1z0,01,T.L.0.02 TP.115S WAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.QO V9F DIAD LOAD am BOTTOM CKOID piR TADLE 1C -B, VBc 9c PLATES ARE MITEK H2O.186,147 MANUFACTURED FROM ASTM A 444 CRD A GALVANIIED STEEL(eXCIPT AS SMOVN) PLATE KJST SE INSTALLED ON CA, FACE OF JOINT, 9YMF(ETRICALLY(EXCEPT AS iM0v,1)05510N CONFORMS V/WDS DRRrmI specs, UBC•IC$0,-PI.91 THIS D_SIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ANO 7GMPDRART BRACING(WHICH IS ALWAYS RE90)C,ONSULT BLDG AACH:TEC, 02 EWc:WEHR- w loom SSflu tigwl ssow IBZCC 9PZ 9T6Q, PO:CT 18/ZZ/0T •7 OCT.22.1597 11:38RM MITEK INDUSTRIES_ NO. 554 P.6 . [ 462071 ) a==��.aa.a«ccM�SS»?>3=38= ==-c.tcACES-3a Ve 1.1�}»==vaaas_aa Wed pCt 2 08.:44 1991 Customer SO 800 B2GE op pj # 8/,2 project #: RH Trus YD 1 Top piteri _ span 12-6 4uantity a.Bld(5/2/J997),v1.1�==saga.as-==auesa==rias=aaaaaswsaaasrraaasa.sa¢==a=aa detdll r)CTES: 1 -Gable stud$ spiaceddstin6ac o= anCeCwith standard able Qnd #2 -Brace vartIca $ 3-Cont'nuous be rin rov�ded a onI ent re to un C ord {4 -provide 1X4 pl"'J �t each end of gab�e stu unless otherwlBE rioted 0x4 O ^0 DK1 50;4 SPAN:12-6 RISE:6-8-7 RzGNT H$IGHT;8-8-7 _�r-�ncpcaaasaaanoa.aoaa+-assasssaaaJb1VM GRADE OP ADEOP NUMBER LOADING L(PST MAX STRESSES MINxMVM Tpp C�ipRD:2X4 No.l&Btr GR :)F -L SOT CHORD:2xa Ivo.1&Ar_r GR 07-L Top 3Sa e2X4 STANDARD GR DF -L BOTT 0 10 LL.DEFL.80-0-00 < Ti/360 WE86 _ ra:==�oanesassaasaaaaaac__.zaa�-+---aasaaaa.a.====a r.. aa�4aaa�-�=�" !TR gp IN q !TR INC.:'ILSTRESSES1U88D TE 1.15 NOACO&'GM MB S =nj o. c DEfCfbT10w(1N.) L.L• O.00,D.L•0,QQ,T,69u,00 PLATES ARE MITEK 1j20.186,147 KAWFACTUREC FROM ASTM 4461(RXLE)TAASANIZID)DE9(OIIFCONPT AS u/MOS)DESlOw TPEC8, UIC-1C90,TP1-91 PLATE MUST BE I1ISTALLLO ON EA. FACE OF JOINT,STMMETR BLDG ak:KITFCt O!s EwS;.�E4R. TP.IS DE310M !S FOR TRUSS FABRICATIOw OULM OR PFRMAHFNT AqD TIMPOtAAt g1AC1vn(UM1CM 13 ALWAYS REW )CG M Y onnft SSfisl 2iSl1 ssow BICC ADZ M.2 SO;CT L8/ZZ/OT �j OCT.22.1997 1113ERM MITEK INDUSTRIES N0,554 =.9 _ 1.1 » » .d�v�..o� 462072 3=aam3xv ' «e<M056 » :36,47 =9.7 -_-««ACRS-32 Vier. �. T� d Qyyct#22 ' 0 0i� � 47 19 7 Customer BRSOi2 IO ruse ID : SM Flop Pitch - 8/12 Project #: 4-0 ruse l Spar. r.as.aaa=o..dwc=ao• ==eldcsi2i1997),vl.lom�acavavcYe�••Baa=avv:sov+�=.r.=a.an.xv.ata�va - �cTEs: i -Gable studt 9 aced at 16 inches o.c. 11 z -Brace vertical atuda iri,accordanaaa with stanttdard ab a grid detai: 3 -Conti uous be rin rov�ded ndoo? e&Dleestudtunlcessotherwrd .6 noted _ 1Xa late it each e 9 4, Provide P . ----� 4-0 � , � 22 159 din rr ...09i y 3X4 "' 'Y,a)-4X 3X4 4-0 L. HL TO PH -9-11 R7CSB:3-0-7 RI(3H_T HEIGHT:3-0-7 DEFT HEIGH : -4-7 SPAN:4-0 ____�_====.w•I.wc=vaawaana=awm..=�=_....=w.rr�raMINIaMC�HVMwRRD�QRA�Er�OF LUMBER aG----..LL.... LCA�JI27G (PSF� MAX STRESSES TOT CHORD:2X4 Nqo 1&Btr GR D? -L 14 WEBS :2X4 STANDARD GR DF -L TC_ 30 10 LL BO'?•`i' .DEF%. S L/3�0 aaaaaaomaa=_aarsasc�v�,c-====__ --pGea�aa..wr�rr5wpwwrwaw=_=3.TC=�www.mm.�tC1nT/P'�ACv`� 24.0 4.0 in. 0. C. RIPBTITIVEL8TRE5ShlM TE w l . �5 JJL/V , lOaFYVM1�MBBRS = 1 DEFLjCTIOH(IH.) L.L• O.00,D.L•O,OO,T.L�0.00 QALVANIIED iTEELCt,ItEpT 04 9I{GUII) PLATES ARE MITMY MIO -186,147 MANUFACTURED FROM ASTM A Sib 6Rp _ PLATE WST BE INSTALLED ON EA. FACE OF J0)NT,SYMMETRI ultY(EXCEPT Aar gRACIu[!(VNtCMii ALWAYS FORNS `REoD)coK9ULTEDIDGUApCA�;TPoA9cd3lNtLR. THIS DESIGN IS FOR TRUAN IARRIC,ATION ONLY.FOR PERMANENT A D TEMPORA i OCT.22.1997 11:39AM MITEK INMISTRIES NO. 554 P.10 �j V r �,1 » » 7 .»>...___--_ ■aa■w■-==xlo[ a6io �a��r�a.rrad,?ct 22508,38:50 1997 =__<eccACES-32 oiffi,IO ID 5PG FamilCt# 104 8/12 Customer Prosect # c PX2 so 24-6Quantity Truss 1 mwvm=r��r�ro�r�c=coat=-c�P==---= Top B�tch : --- 11 C. 'san �(S/2/1997),v1.1saa===— -per.3a•IwY■a■■ria===a=m=nmu REACTIONS ". SRE APPAOv4D iOR M1TEK INDUSTRIES ==R Top CHORD 1.23.2103 2.3=,1874 (••2051 ISGTTOM CHOIIO 5.6= 1987 6-7s 1248 7-1= 1731 �E68 t 7--470 3.7= 677 7•b� 986 A•6s•766 1s-181! 3.50 Sy•14n 3.50 `�� cs�lot (til 4 S=-2397 PLATE OFFSETS CX�LEFT,TaTOP):Ij7s5,Z.;I�ij6�3,2I, F�f�� Lwtt _1 _11.1 S-tT-i 6-3-15 LxD w Jjq or caL�� ,,.Al,-.. 5: M R C,G.- �AAi S- -6 +fl, 1 R. KL TO PK :14-5-11 L HL �Ks14-8-11 RISE:9-1_0-7 RIGHT XEIGHT_0-4.7 LEFT ..% H';0-4-7 SPAN:24-6 _ w.:==r��ra=aCac=npax=aziMYNIaMUM GRADE OFaLUMBER --- LOADING (pSP� STRESSES7a$ TOP CHOF.D:2X4 NO.I&Btr GR DET -L L TT gg op BOT CHORD;2X4 No.1&Btr GR DF -L TOP 350 14 KTDEFL.8606606 L/360 WEDS :2X4 STANDARD GR DF -L SOT' r sac==/= c..s====ati■a�=GaaFr===orrs�wr•■srr==aa.s=asiCZ=Das ACINV Z 24,0 in. 0. c REPETITIVE STRESSES 1.15 OTUSEDc 1,15 NO. OP MEMBER6 - IOR�IIS STRE43 INCREASE LOADIMO :UnREi PLATE TYPE 1 1.15 1.15 UNIFORM PANEL(PLF) / J0141S L45) 1• S= 48 3- 3s 147 5, 1■ EO :40%bt i•=S 4.5 TO U 2x6 Ne.2 Gil nf•L p;F;tcf,oN(IN.) L.Ls O.Gd,D.L+O,Oi,T•Ls0.11 P:ATE4 ARE MITE[ M20.186,14T N.ANUFAGTUA10 FROM ASTM A 446 GRD A GALVANIZED. STEEAN CtVF AS 6HOUH) 7:AT: hull" U ,wSTALLED ON CA. FACE OF 4010 ,SYhMCTRICALLYIEMCIPT At SMUN)OPSIAN [ONFORMS 4/NDS DESIGN SECS, U8C'1C60,TPI 9t THIS 0: -SIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TWOAARY BRACIWC(NMICH IS ALWAYS RECO)COXIVLT 40 Ap.CHITECT o� EtiG14iGF. a �_ v' --.--R�_. i, 0 f3 Dave and Donna McDonald Residence 15309 North Lake Drive Magalia, California STRUCTURAL CALCULATIONS Moreno Engineering Roy Moreno P.O. Box 1766 Magalia,Ca 95954 October 23, 1997 %. 6 2 C O a E O V) LOA- o(D �C 0 Z w gor- L � e C316) 1Jeo �y / IVI 0- 0 a E 0 U V) Ln a- c LnW Lo o zw ^D (!�7 e. T l o ��duYe useJ. s 74-4 a a• 0 p IBJ ll U= p, l�� 560- ✓!Z 832J )- -11 If4 f loZB load -IAgs-'411-5 ?e4 2 E 0 U L t o� LOa) zw A-�� lea,/ 41is',A, 4AW , (j, 6 104d 17"-IWQ 4,J �1zekS. FIRST FLOOR BUILDING LINES Fj 0 12, / DECK LINES \A - ----- AIW8, :V BUILT.-ING LINFS GAR,tGE BUIL IN LINE ALL LAYOUT t!EASUf,'EA!I=NTS 1 CC \IFi,?.�. 'CL HY BUILVFH 3 12Mo 9 I _ tn 00ove� I I `STRUCJOIST ROOF FRAl�1/N6 OVER SECOND FLOOR a' DL4ETAII.S SUPPLIFT BYNUF_ ERiiC a K 2C 6 A) s �+ 01 MPSON MST SECOND fLOOR SECOND STORY FLOOR PLAN $CASE iia=1z" I� \ 38' 6' -rpt' 'P t^ S.W. 17' 610 611 .TEMP. SW p _OAYARD STORAG S'6• I., SW AC 26_"I l^ L' N. I+pnR li ;1 N I � Y 8 H _JAO d S.CNLI: 3/0 - • BOON }� pTILE v,G. v' 12 N T 2 - i N SYSTE. k1ASTF.R bl DR I m run InFL11$H T 12' REG. KCW SJ ' rE.NPERE 5/O 61 -PASS ; ' 186+ J'x6'$UPP S DER BEAN 1! IVc.i $INK KCX 32 _ - _ 2/B s P I\ CON. $•1/Z'Y 'GLU-L ANS MP 0RATIO TO SE DESIGNED ON SILO STET /BL �o A ORY LAUIIONY 24.67 a — AREA h OGARIGE I SGUAREFLO PO, srEv$ BNP 7 BUILT- = TY FI AIL NNIN$ S 12' 3`J NWR FlRE NA LL JA 7V S.ELVES 2/6 ARAGE TO HOUSE PROTECTION BXBOx SEC. KC 26181 CAB INK 1 3LBY $OLIp CORE 12' IVJ I.K Ir: •-1 4/6 LINEN 2/B $ELF CLOSING =/ ZU2- 4' rCW ]A 2 2/6 H02A 9x6 0..$ECOFL ~D?69X6'0... 'MOR. lk S Ho 2A N . SN Say z jC A N 3r0 H•11 L BOOK $HELVE$ 12L:.`xc ll'PtI FF.I V_$ 8 2,3 12, L!. -T 12 LI HALL xc,61Bl �tlT f/ 36 "off - GONG: +' C ANOING CLAD KCN35 I Iq eooK SHELVES CONCRETE DRNMAY s!zXlz' II O DFSIGNEfI ON SIT= O BMP GLV -LAN I � I � I 6 srevs P OR z/? . �JA SM 1Kcw 36 UP NO SA STEP$ .O7` ♦ ELECTRICAL LAYOUT WILL SE SUPPLIED 1> C"0' STEP 2A S T.v. M/0 REF. E(6T ON OWN PAGE .000 DECK 6 C ET - -_ - • - Boom 2/6 COVEKED ' Sl KIT H N A'ITP.I' PORCM 22 ICASE 1 '. SINK 6'X10 T, T T ® HOUSE HEATING FL)"n' RADIANTo ' DUIiT-i„ ,'r;�„` A'6' ! BEAN SCREEN PORCH O I IO.N. 3> _ SW 411-bX/2'h'CI DF H.:DEkS :T%El; I%l. l[•Ih/L 20 STONE VENEE ! ::'C'rr''l lr L'0_UIS U^u!"ti. a'tC1F)hp i5LATE FLOOR 160MIN.NEA W I S,CP C e IO� XIZ' 6YM1 -- _... Sf 1+••:T$ �. SIUL;, /r'C:.L. FXr !%-1LL5 T//� to 6'Xb'N.21.OF Posr BO I GREAT RO I ctu-LAN ._.\'ii .I/O./. _aU I FLOORS KCI13A 0 Al 1. aDsr r, PE:y TO H4V-7.-::=1 :� �t0 CONNECTORS Ni i-'K-�K 1/- x10'BEaA15 OVER - S/O> K 3 F>.- .I-.! 1/2'PLYWOOD SHEAR PANEL ALL EXTERIOR WALLS _ CE10.6 Hr IGH) I•R•.X.•,1 CE['G. 12'FEILD NAIL FIRST FLOOR APA Uc EPO DUCTPS1-83 3/ S'1/:�x 12" flu-LA•N OVER ~ -- � y DINING AREA HO AN[IH02A ATTACHED ror PP2X6'AN02X4 �SDBEdM HN r H 1. �}A KCx 556 "O LA 5A FRAMING 51/zi91/>'C•LU-LA EQ L^ • /8 — ALL HOLO OJWNS ANCORED WITH SS T816 TYP. . : KcN zA z KcN 1 KcN 343, SEE DETAIL 24 SI FOR rYP HnLO DOWN 17' 24' _ srEP �'— .. _ 6' o Q LOAD BEARING LOCATIONS Q EAR a6DI+Fpn pR SL>r DECKING FOUNDATION UNDER ACL LOCATION DICK �l/2' PLYW000 ROOFSHEALLG PSI -8,3 OIAPHRAM 5£OG 12*FIELD 5/6X12` FOUNDATION BOLTS 3'OC FRONTI✓ALLS O KIK .CI. 47 r:'.42--;E,.IENT WPIOC!YS O #4Q21 •INDI6ATf5 SHEAR WAL �. 12' 1# rp SEISMIC ZONE 3 I� \ 4 :::� -1 cf) ' N D o rn �u z m 0 [n �) O m O > m m � n O S� -U D D C) IIS' -6" 36 SPACES e 24" O.C. = 12'-0" 6 24" 2'-0" I EA. 6 EA �- - - MK F9 MK — --j---- --- - -- - _ -- -�� III • - -� GUT FROM i l i l 1 j l i 1 i 1 i hl —1 MK F5 .Lj�6 EA.MKF5,_,� II EA. I I I I I I MK Fe = I- 6 EA. - I i 11! ilI •-- l�l-itil-I�I � d I eA. MK F3 , N 0 I 2 kA. t�I� 1 Ilii iiI'r MK F2 �� IIIII ;4Ilili MKSLl - 11 Iilijl�ilii --- _i.._ 6 EA- I I/B" X 9 1/2" EZ RIM 0 TYP. 6 EXTERIOR MK FI 1St.. LUUR NOTE: �� 5 JOIST LOC', N PLAN ON 5tru1 - SEE GENERAL NOTE - _ cJolet INSTALLATION SCALE 1/ "=I'-0" GUIDE FOR BLOCKING MATERIAL LIST a RIM JOIST 2. - SEE C.:Pi:TAII- .'FB 9 1/2 SJ -25 F1.00H J TS: FOR LOAD BEARING WALL FI - 6 EA- - 14'-0" -,,� I 8" X 1/2" EZ RIM = 282 L.F. M ABOVE. F2 - 14 EA. - 20'-0" I/9 1/2': J-25 BLK'G. a 24" D.G. = 46 EA. F3 - 2 EA. - 13'-0" 9 1 SJ -25 BLK'G- 6 16" O.G. = 6 CA. i 9=4 - 6 EA. - 3 EA..- 50'-0" _ F6 - II EA. - 60'- / F-1 - 6 EA" - 31'-0" y� FB-6EA. -29'-0" y� 1 38' 38' 22' 3B' 6Y— - - -- 44' coNc. q• Tr 39, - - - CANTILEVER 9'6' 13' ISXIix B' PIERS TYR 4' THICK C(NCRETE SLAC ]I/2Yx 6'FLOOR tlEAbl 44'2ME= 2b 7 SIEFL REINFORCED I I 23 9 IS'ti 2' CON - - - - - - CON G6' - —I � � 11,6• PATIO AREA L IS'x ISxd•PIERS Typ I I POCK ET OR PC ST SUPPORTS 1 uNDEN FLOOR BEAMS J Iq' I I S'I/2x6'. iL00RBEAM r-93'� 93 I - - 2 rCANTILEVE - �_ _ - - - I I - - - 41. PROVIDE 142-11'. UNDER FL.ACCESS -- 8 y 2 12' - I 1 10' M53'?I'6 12' coNc'..;'. J— I 9'6' 48' STOP. 6' -{"•,}- 'TT JII,',' YI/2'x6• FLOOR BEAM I I - - - - 1 STEPS T'MAx RISE O �"I 12MIN. TREAD TYR STAR HELL ABOVE THIS AR AA Y6'12' 10 - L —I O ENGINEERED O 1' 'MIN.CRAWL SPACE 11' I I STRUCJOIST FLOOR SYSTEM F1/�l2'x10'FOUNDATION BOLTS4'OC. I SPEC. SUPPLIED BY MANUFACTURER R UNDER 2 STORY AREA I _ O 91/2' STRUCJOIST FLOOR JOIST 6'QC SINGLE STORY AREA 24'6' ■E 1 DECK LaE6 1` 12' *DECK TO FRAME OVER ! II6' STONE VENEER 8Y 3' 24 WITH FACIA \• DECK AREA b4' . O CFOI.,NnATI'"'N (D TA11 S SCALE GIz' *ALL MEASURMENTS CONFIRMED BYSUILDER o FOUNDATION PLAN SCALE IZ o I SCREEN�- FIRST FLOOR - ' GLUED AND NAILED 81 bEOG 12 FIELD 20' 7' PORCH WA I -- LOM FOUNDATION w�LFlAOR SUPPORT I _ I I 3/4 T*G PLYWOO SUBFLOOR 91/2�T UCJ015.T FL.JST. CONI PROVIDE ISO FT PER 150 FT.AF6\ I I I I' 7@ 10 I R_i9 FLOOR INSULATION 1 I I TAEATEn MUUSILL2x 6' 2\fi 16'OC STUDS UNDER FLOOR I 12� DROP FLOOR I ' I I/2x 10 BOLT e SUPPORT EIA LLS TY P. �- - GREAT ROOM A2s0 NwfMf�NRfllf� i I a'O C.12'MAx.FRON CORNERSORNERSAND jQ - - - - - 2>L21404. _ REOAR CONT �- 6' I�N.CLEARANCE 6 I{�— I 12' 24' �— 2a ' — o DECK LaE6 1` 12' *DECK TO FRAME OVER ! II6' STONE VENEER 8Y 3' 24 WITH FACIA \• DECK AREA b4' . O CFOI.,NnATI'"'N (D TA11 S SCALE GIz' *ALL MEASURMENTS CONFIRMED BYSUILDER o FOUNDATION PLAN SCALE IZ o c O =1 1 Mjti ,4.�, W �= 6�f 6f ) /,P/6�17-3 0- drl ejg4,e- 11 7 91 1 4 EA. !, MK. F5 41'-0" 33 SPACES o 16" OiC. = 44'-0" 20" 16" F-51 I I ..HiLL ILII I I l i I ►"iKFll � -TI � i 1, � I� I IEA. 10 EA. I ! _4E A. MK -F12 1 1 I" K—Fl3 12 EA.10 15'-0" EA. ' I MKF10 I MK -F13 - 50'-0" F15-3EA. - 0'-0" F16 - 5 EA. - l'-0" I 10 . EA. MK.Fi4 i '— S EA. um- MKF16 C .n i' NOTE: 3 EA. 1. - SEE GENERAL NOTE 04 MKFIS ON StrucJolat INSTALLATION GUIDE FOR BLOCKING m RIM J015T 2. - SEE DETAIL 'F8 FOR LOAD BEARING WALL SUPPORT FROM ABOVE. 2nd. FLOOR e 1 �1" S.I-32 JOIST LOCATION PLAN _MATERIAL LIST SCALE 14" SJ - 32 F1.0011 JOIST -s: ACCESS01011's IWAloIS F5 - 4 EA. - 20'-0" 1 1/8" X 14" EZ RIN = 158 I -F. FBI - 5 1/2" X 16" X 19'-0" IJG F10 - 12 EA. - 32'-0" 14" 5J-32 BLK'G. m 16" O.G. = 40 EA. FB2 - 51/2" X 11 3/8" X 13'-0" IJC FII -IEA. - 15'-0" F12 - 10 EA. - 22'-0" F13 - 14 EA. - 24'-0" F14 - 10 EA. - 50'-0" F15-3EA. - 0'-0" F16 - 5 EA. - l'-0" FB3 - 5 1/2" X S 1/2" X 10'-0" IJG FB4 - 2 EA. - 13/4" X 14" X 11'-0" StrucLam FB5 - 2 EA. - 1 3/4" X 14" X 13'-0" 5trucLam F56 - 2 EA. - 1 3/4" X 14" X 8'-0" StrucLam FB -I - 5 112" X II -1/8" X II' -0" IJG FB8 - 5 112" X 11 -1/8" X'3'-0" IJG 12` .f DECK LINES \ 0 FIRST FLOOR BUILDING LINES � 128' —4-^ I IY Sw T 10'6' CLQ 2/6 - 24 GUFST I OFFCE IO za - BEDROOM 3 NooK i 4.1 CLQ 2/6 v8 Ca O. 3 — ., sw La ^ ^ r-+ I GARAGE BUIL IN LINE i496 v6 , 1 aq \ ' HOUSE BUILI GJG LINES — 1 — — MINV.W II li Sw 2/6 CLOSET I � ALL LAYOUT AIEASUl CAII=NTti m i CCVFI.•?.'.'Fl Hl' BUILI''k 12'9 _... _ $10 DOUBLE - I STRUCJOIST ROOF FRA14ING POCK DRS. OVER SECOND FLOCK i='nETAll S SUPPLIFI'1 AYr.r NUFAC7URER . AK 2C 61A1 sw —� iSYl1 N M5� $ APS.aQMsECON LOQB. ,�? SECOND STORY FLOOR PLAN SCALE 1/4-12- No. 5505 Engineers Computation Pad < o m -I1 O Zm �n an -t O p O ZZ n Dm _.. t o 0o Sa° in Z D NOTES: I. - II 1/8" SJ -15 SLOPED t SKEWED JOIST HANGERS TO BE "SIMPSON" LSSU210. 2. - WEB STIFFENERS ARE REQUIRED WITH JOIST HANGER5 3. - BEV. PLATE 15 REQUIRED e BOTTOM BEARING. 4.- 5J-15 BLOCKING PANELS ARE REQ'D. A CANTILEVERED BOTTOM BEARING LOCATIONS. Low ROOF FRAMING: I'LAN SCALE RAFTER IGMr.m ROOF IIEAM MATERIAL. 11ST T7P. OF a MATERIAL LIST RBI - I EA. - 5 1/2" X 18" X 26'-0" IJC -- P52 = 2 EA. - 1 3/4" X 16" X 28'-0" StrucLam II -1/e" 5J-15 RAFTER LIST: R03 - I EA. - 5 1/2" X 16" X 45'-0" IJC R54 - I EA. - 1 3/4" X 14" X 30'-0" StrucLam RI - 14 EA. - 26'-0" R55 - 3 EA. - 1 3/4" X 14" X 26'-0" StrucLam R2 - 16 EA. - 33'-0" RBF. - 4 EA. - 13/411 X II 7/8" X 26,'-0" StrucLam R3 - 5 EA_ - 23'-0" REFI - 2 EA. - 13/4" X 11 -1/8" X Strucl.am R4 - 6 EA. - 32'-0" R58 - I EA. - 1 3/4" X 16" X 15'-0" SLruc:Lam R5 - 6 EA. - 19'-0" RB9 - I EA_ - 13/4" X II 1/8" X 26'-0" StrucLam R6 - 14 EA. - 11'-O" RB10 - 2 EA. - 13/4" X II -1/8" X 29'-0" Strucl_am R-1 - -1 EA. - 14'-0" RBII - I EA. - 13/4" X 16" X 20'-0" SLrucLam R8 - 16 EA. - 20'-0" RB12 - 1 EA. - 13/4" X 11 -1/8" X 8'-0" SLrucLam RS - 4 EA. - l0'-0" RB13 - I EA. - 13/41' X II l/8" X Il' -0" StrucLam R1514 - 1 EA. - 13/4" X 16" X 14'-0" StrucLam 11 1/8" SJ -15 BLOCKING 0 24" O.G. = 3B EA. Naero.17011 TTP. OF 5 HIGH ROOF . FRAMING PLAN SCALE No. 5505 .' Engineer's Computation Pad �till A �t 1,a D-7,22.1997 11:35AM MITEK INDUSTRIES N0.554 P._ ==6a<C<ACSS-32 Ver. 1.1 » »m==aav===am( 462064 Wed Oct 22.08638:13 7M Cusl omeX N�jf00 Trils3 ZD A ' FaMi.ly # Project #: TrUSSiID 15 Top pitch . 8/12 ty Span . 24-6 s=aaa3aomoa■��aa.,�O.f.�was=aoCea.o�_=__e�__- s�3;d(5/2/1997>,�1.1•��==��a===-'==s._ REACTIONS SIZE AYPiIOVEO.f0R MITEK INDUSTRIES INC. rol:ct>t LOAD CASs N1 1••1664 3.50 -2=•1842 5-6. 1516 2 7■•t74 9a•1664f. 3.50 A-7* 1039 73 691 3-4=•1614 71- 151E 34 9, o s••1842 4•6■•474 PLA7e OFFSETS (XFLEFf,Y•TCP);IJY93 2J 4) 11.1 5-11-1 414 /1 a-0 �6 L. TC PK:14-8-11 RFig, R. HL :0 PK :14-8-11 RIGHT ??EIGH'i': �-4-7 T,SF"I HEIGHT:0-4-7 SPAN:24-6 RISE:8-6 7 _ •.ra..sr.=:ad�c===n�aa===a.�aa==3�aa=�aaama.•'M+Nj GIRADS OP LUMBER LC,ADING L(PSF� MAX STRESSES T 2X4 N0.1&BL)^ OR DF -L 08 7-1=0.524 B T CHORDs2X4 Nc.1&Bt; GR DF -L TOP 3 14 10 LL OT < L/360 WESS :2X4 S'I�`t=»D GR DF BC T aacaa.rR.xassrwoc=v====- ____:v... ==v��...o..,eaam¢oaa..cmcaaa=== 15aa=3S�a�Ga SPACING 24.0 iri. 0. c. RB'.INC.VFsTJ S8ES�1USED TE - 1.15 NO. OF MEM$ RS = 1 DEFLECTICN(IN.) L.L- 0.06,D.L•O.0 T.L•O.09 UB[•S4 TRUSS HAS BEEN CHGCKCD FOR 10 PSF 11CN-CONCURRENT LIVE LOAD AND 5.00 ►1F DEAD LOAD ON BOTTOM CHORD PER TAKE 16.3, FLATC3 ARE PITEK H2O -186,147 MANUFACTURED FROM AITM A 446 GRD A OAULMITOD STUL(EXCEPT 0 SHOWN) w.ATE ML1ET RE INSTALLED ON EA. FACE CF JOINT,STNMETRICALLY(EXCEPT A9 8H01JN)DES16N CONFORMS W/MDs DEOiCN SECS, UDC CBo,tPl 91 tklf CESIGN 15 FOR TRUSS FA3RICATICN OIILY.FOR PERNAMENT AND TEMPORARY BRAC(ONHICH I5 ALWAYS REOO)CONSULT SLDG ARCHITECT OR ENG:NEER. .. _.._ .. _�. e7mw•.7 nTof-7 Tn•(`T :Q•77.nT G::T,22.1997 11:36AM MITEK INDLG-TRIES NO. 554 P.2 [ 462065 J =II==<c«Moss » >m==='1997 m=�y� OL :=-<<<t?,CE2-32 Ver. l,i» »==-e��mm==s WOd,Op,t 22 08:38;1 CusComer H4NCHIO Truss ID AGE FaTni Y #, • 8/12 04 Pxo�Ect #: RIi268o Quantity 1 Top Pstca Span 24-6 r====pa9a�p==e��=a=�rr»=.=C'�S=aa aICSO.tOar=a.roaa..ue===o asgld(5/2/`94T),v).1==,a==rnc�w verLcaltuds in cox arlco w:.th atandarfl ab a er_d detail vo �>✓S til -Gab le stuff sac®d at , i6 inch s� o . c .. gg j2 -Brach N a oA entre bottom crior cL 113 -CQr t}ruous be x n rove e stud unless atre:-�,Tise r.otad l4 -Prov=e, cJ7X3 311 31, each en o gab PLATE OOFSETS (XoLEF , 3: -11-1 5-11-1 6-5- ap4CCS10ALe� R -D 6_g 8-D TO PK R �'T' 4S IGF.T : 0 - 4 7 L T�Z TC ,?K:14-8-7.1 SPAN:24-6 RISB:8-o'-7 RIGi:. LEFT 3E'_GH,:0-4-7-=/=��==h�nnC�=•===�-}}..j.T�.7•-____=___ -v.==lam--m3= =.m -'i ■�0�-=.C-�amCm.If�w.R-a=_'a IMI m Gy�,(L/E OFOL MBER MAX STRESSES MINIMUM 111-VID 2X4 N110 1 gt LCAD:NG J(PS14 � :2X4 TT ST AB GIZ DF -L === BTT 3n 10 LL.DEFL. =0.00 < !,/360 G R .C) aascLNat=ax==s+.rawaro =/na:��sasraC:=37tY/.=-.sa=c_-..-� -G.. •�.==,man==a=taaii SgACING 244 1I1. O. C STR. INC - LUMB - J.. 1S PATE 1 , la N 0JP MEIBLxo a 1 R3PBT-Tf�1E STRESSES ,73E DZFL::TIoH(:H•) L.L■ O.00,D.I-C.00,T.L30,00 CEPT AS SHOWN) DLATFS ARE MITEK M20.186,147 MANUFACTURED FROM ASIS A 4;6 ORD A OAWAN12iD ST61CH C Y RRACINCCdHICH IS ALWAYS RIOD)CON9ULT BLOC ARCHIT6C1 OR EWC:uF�R. P�ATC MUST 6E INSTAL:ED ON 6r.. FACE OF .i01NT,SYMMETRICALLT(EXC9PT AS SHOWN)DC1GN CONFORMS U/NOS D!'SiCN 9PPC9, Jac ICeO,TPi S TW S ]ESIGN IS FOR TRUSS ►AdA1CATI0N OWLY.FOF: PERMANENT AND TEMPORAR _-_•._ a7or erg OTaQ Tn:rT r -. 0T OCT.22.1997 11:26AM MITEK INDUSTRIES NO. 554 P.3 462066 ] =m=wa==.wm=<«<MOSS»»===_==__' a==«ccF�C.,S-32 Vex , Wed pCt 22 08:38;23 1997 Cus>Yorner : BONC$IO Truss ID : $ Family # Project #: RH2 0 Truss iID : X2 Top Pitch 8/12 _ Span ZS-6 =n8ld(5/2/199T),v1.1-==v7f-mmmmmNOW .mr__m-m_smREACTdas_ S - SIZE mwmc==atm APPROVED FOR MITEK INDUSTRIES INC. FORCES - LOAD CASE 0 1-16 4 3.50 1°•1664 3.50 1-2=.2212 5-6. 1622 2-8n 141 5=,1664 3.50 2•3=-1L77 6.7= 1822 2-7=-714 3.4=•-.s77 7.5= 1822 3-7= 939 L -59-W2 8-1= 1822 4.7-714 4.6a 161 PLA -E OfFit Is ()(OLEFT,Y-TOP):(17-4,27. -1-5 7-1-11 771•-11 40�( . % OC -(.22.1997 11:36AM MITDC INDUSTRIES NO. 554 P.4 ...�s.��wr 462067 3 seeQmraom•4eee{r4CMOS6>ayy==y====== --a414eAC25-32 Ver. 1.1>�s> W6d ppCC 2;101:58:27 1897 Customer - BON�HIO Truss , 5g Family # project #: Pll 80 Trus y Top Pitch 8512 Span 28'6 __ ==gl:(�/2/1997) wl.tae=aaasa:m9on�¢�=_•"�••-'`� 2FACTION9 513 Ar/ROVED FOR M1TBK INDUSTRIG%�IUC. �c>;cls LOAD CASE M1 16-1900 11,50 1-2.2212 5•im 1822 2-50 141 s.-1900 3.50 2.54.1677 0.7. 1822 2.7"•714 3-4+-1477 7-82 1b22 3.7. 939 4-5�- 212 3-1v 1822 4-7r-714 4.64 141 PLATE �;FSETS (7=LEFT,YaT09):[)7z4,2), S: -1-s 7-1-11 7-1711-1 OaG �1F 4X4 1X4 2Ao 1-4-11 8-6 h— 7-1-11 7-1-11 -1-5 1x9 RR TO PK 117-1-S HT TO PK:17-1-8 RISE:9-10-7 RiaHTT HEIGHT:0-4-7 'LE1,T H:;IG;iT:0-4-7 SPAN:28-6 --•---C3._-GG�irmsnne.�/..t.t�■�.�>1L=son=3n./ati*t>•...f.O4Fn=�=�CFaaa......===ar.•:_ LOVING L (P MAX ST1R1ESSSEES944 MINIMi7M RADE 4F LUMBDR 4 SOTT 7-80.479 T$p CHO :2X4 NQ.I&Btr GR 'D1 -L TOP 3S 1 $ T CHORD:2X4 N 1&Btr GR Di -L < L/360 WEBS :2X.4 S ANDAR.D OR D;- 1, ;Orr o to LL,DfiFL.07 0.08 _ _.. SPACING 24.0 in- 0. C. STRINC. • LUMB7. 15 LATE 1.15 NO. OF MEMBERS 1 REPETITIVE STREGS2t $S D JSS 2.7; 4.7 SRAM at 1/2 POINTS AS SHOWN ADM gvte:Us4 1x4 or 233 Con:.Braeina eonn.w/2.8d naits,or T-Droes 01 sane iiav grid grodo #s .tb conn. to narrow face w/lOd noise 6 'n. e,c DiF'.E:TI-3A(IW.) L.L= 0.O8,D,L=0.05,T,L=0.13 ifluss HAS BEEN CHQCKED FOR 10 PSF NON•CONCIJAM7 LIVE LOAD AND 9.00 PV DEAD LOAD ON BOTTOM CHORD PER TABLE 16.9, VIC-96 PLAT_c A* MITER „20.186,147 MANUFACTURED FROM APIN A ��6 GAO A CALVAN12G0 DESIC EXCEPT At SHOW) P;4TE RJET BE INSTALLED 00 U. FACE OF JOINT,SV.METATCALLT(E%CE►T AS sgRACING(wNI CONFOALs W/NDS DESIGN SPECS, uARCHI*ICT O 91 THIS DESIGN 15 FOR TRUSS FABRICATION ONLT.FCR PERMANENT AND 7EMPOILtAT {RALINQ(V111GN 1S ALWAYS REDp)CONSULT BLDG AflCHtTICT UQ E�1D:AEEk. I:,_ I . C L:. 1'T_1 r I 1 • ,y f mn ra l tK 11YLL Z I K.I" NO . 554 P • 5 a--«<.ACES-32' V r. 1:15»7a�a�•T7ti1SS IA 46zBGE ':mmmo=o6Fed ct#22508:38 32 1997 Cus> omen SON �iO Project: RH266s0 Top Pitch : 8/12 $pan 28-6 Quantity 1 --bld(5/2/1997.) vl.lm.assa�s�a.a.��..ovaieac=as*eoi.urasccm�tmnsaesoaa==_c ?dOTL'S - 1 -able studA spaced at 1.6 inch Ei 0 - C _ , 2 -Brace vertices turfs in ccTanee wi ri statndard gable t°rd detail 3 -Continuous belatal KEe acKdend o gab eeatudtunlessxocherwise note-. 4 -provide lX4 p a: 4X0. G}F,C'ON'' Yl!vt f OCT 2 X89 3Xil 7-1-6 11-3-3 21-4-11 A -F �7-1-5 7-1-11-1-g 7-1-11 7-1-11 -1-5 �z. L. HL TO PK:17-1-8 L}SFT HEIGHT: 0-4-7 SPAN -28-6 RISB : 9-10-7 1C3HT HHEOIGH':'; 174178 -�c�R3G=33�OCaaC�s'1'CSt�CORaQsalSaS�w�YaIDCa�.s==namaaa==�c=cvsS.==��3=s====es..�.a== LOADING L(PSF� MAX STRESSES BR W80 0 LUMBER - `S�c��xily� 2X4 O. ;Btr GR D L 4 0 2X4 0. &Btr GR D -L TOP 30 10 LL.DEFL.00=0.00 c L/360 WEBS :2X4 STANDARD GR DF -L a.aa===��mosiQ==am�cs..eee:==nest+easaae�ec=oavo��aaa=aaams==c�=ca========ca..= STR INC..: LUME a 1.15 PLATE • 1.15 - N�jAC aMEM24 8 lni Q. C. REPETITIVE STRESSES USED s �ccr_riIOilU W.) L.L- 0.00,D.L=0.0O,T.L■0.00 Y:ATES ARE MITEK M20-186,167 MANUFACTURED FROM ASTM A 446 CAG A GILVANIIED V UL(EXCEPT AL 9NOWN) P:e.T; xUST BE INSTALLED ON EA. WE OF JOIWT,SYMMCTQICALLY(EXCEPT AS SHOWN1DISIGN CONFORMS W/►IDS DESIGN SPECS, WeC•1CBO.1P:'9' T:fl; HSIGV IS FOR TRUSS FABRICATION OIILY.FOR PERMANENT AND TEMPORARY ERACINO(WNICN 15 ALWATS REQD)CONSULT OLDG AACMIIECT OR ENGINIER. __.._ ter.. n• 07or -�7 OTP.i7. Of' - PT !R177 n OCT.2Z.1997 11s37AM MITEK INDUSTRIES N0.554 P.6 ,- �aonnaa_==m t 462069 ) -a .-cc<cM0Zs--`s5> 3= -« c<ACES-32' Ver. 1.laraa Wed,OCt 7 1997 Cus4omez : BO HYO Truss ID S1 amily # 1Q5 Project #: 28680 Quantity 4 ep Pitch 8 12 span mac=aarset■s•w-asssFxa==.orQC -5ltl(S/2/1997),vl.1=r==--•�+meee■mer-■-=a--m=--a mnsoae¢nv� APPROVE) FOR MITEe 1w0u5TR1ES INC. FORClS - LOAO CAS! Al REACTIONS S1L! 1-Z=-ZZ12 5.6- 1622 2-6- 141 1r-1900 3,50 Z-3=-1477 6.7= 1822 2-7s-714 Ss.i664 1.50 3.4=-1477 7-80 1822 3-7= 939 4.5=-2212 8.1= 1622 4-7s-714 4-6. 141 PLATE OFFSETS (X'L!PT,Y-TOP): U ?'4,11,CjB•3,2), 5- ,Qas�e�ssT I'A A_ •2 5X6 5X8 1xg 3x6 �_1_ 1-4-11 28-6 ..1. 7-1-11 7-1-11 7-1- L. HL TO k '17-1-8 R. HL TO PK :17-1-6 LEFT HSIG'T:0-4-7 SPAN:28-6 RISE:9-10-7 RIGHT HEIGHT:. -4-7 aa===a--rasa=cs■ns■■seas:asses==ax�a=cswaaasasr-�..x==�+re=====••wr.sw.-...r-=== LOADING (PSF MAX STRB S S MINIMUM ORRD .AAF OF LUMBER GGR DF L 4 OT 1 +00 .449 0 BST CHORRB - 2X44 0. 9T11NDAR� OF. Dg -L TOP 3" 14 7-8= 5C?'T 10 LL.DEFL-197-0.08 c L/36 ms[c=as■Cleeess■em++-- ====r===- aiiacscoco=aas=a-...wsa==xa.-rsEe:=m■rrssass�aS==SPACING - 24.0 in. 0. C. STR.INC.: LVMB - 1.15 ELATE ■ 1.15 NO. OF MEMBERS a 1 REPETITI� STRESSES USED 45 2-7; 4-7 BRACED at 1/2 POINTS AS SHOWN ABOVE Nctewse 1xL or 2x3 Cont.8hacing COnn.M/24d neil9,or T -brace of lawsiss and 9redc a Mab conn. to narrow face /1CC ntila 6 ;n. o.c WLECTION(IN-) L•L- 0.08,D.L-0.09,T.L-0.13 TRJSS WAS SMN CNACKSb FOR SD FSP NON-COMCURRENT LIv1 u3m At4 5.00 'SF CUD LOAD ON BOTTOM CHORD PER TABLE 16.8, U8C•94 PLATES ARE M1TEK P20-156,147 MANUFACTURED FROM ASTM A 446 OICD A GALVANIZED 6TEM(ExCIPT AS SHOWN) PLATE FUST 3E 1NITALI.FD 09 EA. FACE OF JOINT,SYK4ETR1CALLTtgxcjPT At 1K011R)D30ION CONFORMS W/NDS DESIGN SPECS, u8C-IC1O,TP1.91 THIS :!SIGN 13 FOR TR1184 FA921CATIOO ONLY.FOR PERMANENT AND TEMPORARY sRACINC(LIHICN IS ALUATS REOD)CONS:JLT BLDG ARCHITECT ox !N01K1!A, q7r?� I'-7 oTa.C7. r.n:oT I a. -77-0T CCT.22.1997 11: 38AM MITEK INDUSTRIES N0,554 P,7 oa..r■=fid■( 462000 j■■.*w-`==■■ ««MOSS » » a==<c<cACES-32 VAr. 1.1a» >= Wed, Oct 22;0$Oi8:42 1°O7 Customer : BONCHIO Trt188 IA 82 Faraly # a g.H2680 13 'TOp Pitch 8/12 oro)ect Quantity swan 12-6 .a=9y■s..a= ■■•■■.r.a___�a__= ==Bid(5/2/1997),v1.1=..eaaaa>ma■w�-s==x=e�rsaassae■a:= SIZE APPROVED FOR MITfiK INDVSTRIES IMC. FORCES LOAD CARR 0�1 REAtT10M5 3.50 1.2=•e34 4,7= S21 2.50 ml 1••9!6' 3,50 :.;_ 0 3.10 SY1 2-4--636 N•7Y0 3.f0 3•L-•299 �. 1 c� F6:S10 a_3 6-3 02219 ' 1 s 4 Lb jxa 6-3 6-3 Ot tug to girder W th 8lmpw or equal 1.0 5 Lk hanger.. : L. '1'0 PK:15-0-4 R15E.:6-B-7 - RIGHT HEIGHT:8-8-7 LEFT HEIGHT.0-4-7 SPAN Il2-6 --- =c==■�■■.aamm�===mss_-=---__ ==ar■i.��o:..s!!■a_==»alLsese=3....--=a.i.a■■■••w—`= F LUMBER ` LOADING L (PS RU S1'i-2=0.7 Z M�'IQpNIM QR QNO. I&Btr c3R DF -L TOP 35 14 BOTT 5-1a0 262 BOT HORA �� GR DF -L BOTT 0 1Q LL.DEFL.@VS=a.01 c L/360 WEBS 7■P■a==O■■NNW- ==MENNW a==C.==_____ STR INC.: LUIrID�■ 1.15 PLATE . 1.15 N�ACINGMEMBERS 0n1 �� c REPETITIVE STRESSES USED OF WEB 3-4 BRACED as 1/Z POINTS AS SMOWN ABOVI OEFLECTIOW IN.) L.LG 0.01,D.Lz0,01,T.L.0.02 TP.IES WAS BEEN CHECKED FOR 10 PSF NON•CONCURREWT LIVE LOAD AND S.CO PRF DIAD LOAD ON sOTTOM CHORD PIR TAELE,]6-B, VBC-96 PLATES ARE MI7EK M20.186,147 MANUFACTURID FROM ASTM A 446 CRD A CALVANIZED STER MCIPT AS SAWN) PLATE KJST 86 INSTALLED ON EA, FACE OF dOINT,YfFWETRICALLY(EXCEPT AS INOUN)DIRION CONFOUS W/MDS OERTM SPECS, UBC•IC60,"71.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TCNPORART BRACING(ONICH IS ALWATS REOD)CWkSULT BLDG ARCHITECT 03 ENG M A . w ccnvT vam^T CCnw 67CC VtZ 9TSM VO:CT • L6/ZZ/OT OCT22.1997 11:3EAM MITEK INDUSTRIES NO. 554 P.8 4�- " __ aMazaa.a [ 462071 � �_=�~..s..o4«Gt�1pSS??»_==___--_ _=-32-3i N81O1.1a�>�--- Wed ppct 22 08.38:44 1997 Cu$�omer RH2 8o Trus YD : ME ;ami y # 201 Droiect #: Q nCity 1 Top PitCri 8/12 Span 1a-6 ' a=8ld(5/2/1997),v1.1:12-6 ..z=aaomamaQ asaz=s��aaows.a��rsaza�as�s¢==ams r,C7E5: 1 -Cable stud s aced at 16 'aches O.C. 2 - race verticaI Muds in accor�ianCeentrresbo tommCnorde Qnd detail { 3 :Cont deolX4bel&in t each nd"o Rt each endo gab�e stu unless otherwise notedto .3A -r L. HL TO PK:115-0-4 RIMS -8-7 RxGHT HEIGHT:8-8-7 LEY -Ir HEIGHT:0-4-7 SPAN:12-6 .-��.--��=��r-�n.oeaaaaaemnas.••�o•rasaa0 0waaas IUM c;RADs OV iATMBEbL7z1-•••:=___ LOADING (pSs� MAX STRESSES MINz T p pRD:2X4 No.ls�Btr GR :)z -L L . p &pRD:2X4 NVO.1&Atr GR D? -L Top 3S 14 12X4 STANDARD GA DF -L BOTT 0 10 LL.DUFL.00-0-00 < Ti/360 WEBS a�ra.==�aats8�^6JVE pIll. n� oC 7.mummu•�====----.---Sm w 1-....jSLATE 1.15 � sREFNCbSM BTIVFTRESSESUSB Dt ECTIONO N.) L.L• O.00,D.L•O.00,T.L•U,00 PLATES ARE NITEX M20.186,147 KWJFACTURBC FROM ASTM A 446 910 A GALVANIZID STIEL(EXCIPT A9 9HwH) PLATE MUST BE INSTALLED ON EP. FAC: OF �OtNT,51hrETRICALLY(jXCEPT A3 SHOW)DESION OONfORMC W/ND: DEEICH SPVCS, THIS DESICH ;S FOR TRUSS FABRICATION ONLY.FOR PERMAXINT AND TIMPOII BRACIVACWHICN 1E ALWAYS RECDlCOH6VIT BLDG U4G-IC9O,TDI-91 AkCKITECT OR EN3;X-81k- -v- vvw- ccnm 97P7 1+67 9T6= SO:CT L8%ZZ/OT 2� OCT.22.1997 1113SAtl MITEK INDUSTRIES N0,554 P.9 ( 462072 ] =svmv:tea'=�<c«MOSS>>>>M;W 5 __««ACE'S -32 Ver. 1.1»»�=--d.r�"a ed ct#22.01018:47 1997 Customer BONRIO gQ ID : SM lY prcject # RH0 80 Quantity 1 Top Pitch 8/12 Spar. r.:w.asaco..�w= =:8Ld(5/2/1997i1.1•wm==avvvnrew.wrrv=srvsaovrex: s==rrverxr�aAasly . -(}able stud* Spaced at 16 inches O.C. Z -Brace vertical studs in accordanoo with standard gab]�e and detail 3 -Conti uous be rin rovided aiang a��ra botttud unleFsigrdotherwise noted 4, -Provide 1X4 plates t each endo g 3X4 3X4 4- 4-0 v OCT 22 •a) -LSA L. HL TO PH -9-11 RISg:3-0-7 RIGHT HFIGHT:3-0-7 LEFT HEIGH -h-7 SPAN:4-0 -.wrww�=rinMrvne=awsrw.=-m..wswwrrraarrrrrpwm �+wwar�ww==�aaaara ......� LCP,DI27G (PSF� MAX STRESSES MINIMUM G&A OF LIIMBER GG TOP CHORD:2X4 NQo lbBtr OR DF TOP 31 14 WFsBS :2X4 STANDARD GR DF BOT'T' 0 10 LL.DEFL. K L%360 - p G� a= a a w w w r�� r. w. w M w w w�__ �.7 == w r w ww w wit ■ C .. = R r! r S p O O caII� -_ te a i= STY.7tJC .: LL'NID 1 1 TE w l . 7l5 SPACING 24.0 in. 0. C. REPETITIVE STRESSES USBD N0, OF MMBBRS = 1 DiFLLCTION(1N.) L.L- 0.00,D.L-0,00,T400,00 D A OALVANJ2ED iTEELtEXtlPT �M) PLATES ARE MITM.Y MID -186,147 KANUFACTURED FROM ASTM A 444 GR PLATE MST BE INSTALLED ON EA. FACE Of JOINT,SYMMETRICALLY(EXCEPT AS SHO1j4)DE9IC9 COMFORMS U/NDS 15E1IGN SPECS, THIS DESIGN 11 FOR TRLIAN hBAj C.kTIDN ONLY,FOR PERMANENT AND TEMPORARY BRACING(WHI" IS ALWAYS RECO)CO99ULT DIDG ......_ ..__... n -rte �+o r1 rn•r� U8C•IC60,TP1-9? ARCRIT::T OR 2911WEIR. a •77 •nT oCT.22.1997 11:39PM MITEK INDLISTRIES N0.554 P.10 - ===<<<cACES-3B2 r. �,1 »a> ■.�.�.===xn[ 462003 3aw.rwamm"wdcpQtCCM22S�8048•g� 1997 �VN Customer RIi�S�D TrusL3 ID BPG anvil # Top Ptch : 8/12 Protect #: 24-6 2/1997),vl.losacaaco.w.:sauwbw�awrr.w=�=a=atdwaID�st.o=o.,....o.eac=as=a========c�- Quantity 1 -- FOR WI INDUSTRIES INC. ==0.1�C5 �EAA REACTIONS " 1ILE APPROVRD TOP CHORD RDTI�OM CMOItp 1 Zv•2103 S•6a 198T L 7- 470 1••181' 7.50 S•'I8� 3•5 2.3=-1874 6-7- 1248 �•�•2061 7-1= 1T:1 3.7c 677 3•on 966 GS510P 4.6••768 r %^--��tc PLATE OFFSETSCXILCFT,YBTOP):tj3■5,2.5I,tj6o3,2I, 5: AV 4 A i, ... •, 1 v AS d7. -. 18 S _ 24-6 _0 i 8-6 ~ 81-0 s VJ4 L Q R KL TO 8K 14-8711 ?I{s14-8 -- LFs'FT�z iGH :0-4-711 SPAN:24.6 RxSE 9-10-7 RIGHT KEIGHT_0-4 --- ==.�soa�aww"•.ww__mww:==s+••s=aCac=nOaa=n�MYNIMUM GRADE OF LUMBER mow• LOAAIVG35(nSP� T08 ST5iE2SF$728 TOT 9ORRDD:2X4 N0.1&B�r GR DF -L 30T= 0 14 10 ,LK..DEFL.86V��.06 < L/360 WEBS :a:C4 STANDARD GR DF-I c-=s====:nma==GiDiw===n.rw.w..wvw==asw:=zatOC30�M .r...w.wnm=c========� STR%1NC.: LUMB = 1.15 PLATE 1,15 NOAOOPGMEavMBERS irii O' C. REPETITIVE STRES83S NOT USED LOrDtt LTRF47 INCREASE LOADTNO PANEL(W) / JOENts( 06) ,.U!51TEi PLATE TYPO t 1.15 1.15 UNIFORM 1. 34 90 3 S• 167 5. 12 EO cXoRDi ;•=s 4-5 TO U 2x6 V6.2 OR DF•I. p;F•„cf�ow(JN.) L. La O.Gd,D.L�0,0�,T,L•0.11 r-AT59 ARE NIT64 M2o•186,141 N.ANUFAOTU*lb FRO)1 ASTM A 444 alio A GALVANIM.- STEEL (CXCCPY AS SKQQK) -aT; ;gUyJ 6E �WSTALIEO ON CA. FACE OF JOINT,SYKHI!TRICALLYtEXCiPT AS SHWNIDF91AN COLIFORMS WINOS 0 0 1GN SPECS, Vat-IC60,TP1 91, THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PE KkNENT AND Tt�+PORARY RRACINO(WHICR IS ALWAYS RECOICOXIVLT ILDa ARCHITECT oR Ef;G14G�F PERM16T APPLICANT MC DONALD PERMIT N0: 97-1649 ASSESSOR PARCEL N0. 65-52- 11/12/97. 16 DATE ` The above referenced building plans were reviewed by this office. Provide additional information and/or make' appropriate revisions -to plans,, specifications, and calculations as follows: PELASE PROVIDE AT LEAST 2 SECTIONS•THROUGH THE.I-IOUSE.- PELASE HAVE THE ENGINEER VERIFY IF THERE •IS EXPANSIVE SOIL IN THIS LOCATION. .- PLEASE PROVIDE CALC'S FOR GLU LAMS AND OTHER COLLECTORS. SHEARWALLS ARE INCORRECTLY CALLED OUT ON SHEET 3 IN A FEW•PLACES: YOU SHOW A SHEARWALL IN FRONT OF A WINDOW IN GOLD'BEDROOM 1. A PERMIT IS REQUIRED FOR THE RETAINING WALL IF IT IS NOT FURTHER•AWAY FROM THE HOSUE AS IT IS TALL OR IF IT IS -GREATER THAN 48" TALL FROM THE -BOTTOM OF THE FOOTING. (SEC 106.2 #5 1994 .UBC) LINDA' SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541: between 1:OOp.m. and•4:OO p.m., Monday through Thursday. • fi , LINDA' SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541: between 1:OOp.m. and•4:OO p.m., Monday through Thursday. November 20, 1997 Ms. Linda Sexton Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Permit No: B. P. 97- 1649 Assessor Parcel No.: 65 - 52 - 16 Dear Ms. Sexton: RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California I have attached a copy of the Butte County Building Division comments for this subject project. The following comments are a response to the six comments as noted in the November 12, 1997 letter that requested additional information. 1.) Additional sections have been provided as requested as shown on sheets 12 and 13 which are included in the revised set of construction documents. 2.) 1 did not observe any expansive soil at the residence building foundation area during a job site observation on November 17, 1997. 3.) I have included calculations for the glulams and other structural members. The lateral calculations define the lateral load system. Based on the UBC section 2326.11.3 , it is not necessary to calculate the collector forces. Reference detail 15 on sheet 8 that defines the collector and / or drag tie connections. 4.) The shear wall designations shown on sheets 3 and 4 are correct. Additional notes have been added to sheet 10 in order to clarify the shear wall designations based on the UBC section 2326.11.3 . 5.) The window shown on the elevation has been revised. 6.) A design was provided for a retaining wall height of 4'-6" above the top of footing. It is my understanding that the contractor will use this design for all wall heights even though the wall height is less than 4' - 6" at some locations. This retaining wall section has been added to the construction documents. SincerelyE., S.E. reno gerng ( 530 ) 873-6202 ( Office ) ( 530) 8734378 ( FAX ) Enclosure RM/rm i' PERMIT APPLICANT MC DONALD. PERMIT NO. 97-1649 ASSESSOR PARCEL N0. 65-52-16 DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: > PELASE PROVIDE AT LEAST 2 SECTIONS THROUGH THE ROUSE. PELASE HAVE THE ENGINEER VERIFY IF THERE IS EXPANSIVE SOIL IN THIS LOCATION. PLEASE.PROVIDE CALC'S FOR GLU LAMS AND OTHER COLLECTORS. SHEARWALLS ARE INCORRECTLY CALLED OUT ON SHEET 3 IN A FEW PLACES. YOU SHOW A SHEARWALL IN FRONT OF A WINDOW IN 1"M BEDROOM 1. A PERMIT IS REQUIRED FOR THE RETAINING WALL IF IT IS NOT FURTHER AWAY FROM THE HOSUE AS IT IS TALL OR IF IT IS GREATER THAN 48" TALL FROM THE BOTTOM OF THE FOOTING. (SEC 106.2 #5 1994 -UBC) LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. 9 .l November 20, 1997 Ms. Linda Sexton Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Dear Ms. Sexton: Permit No: B.P. 97- 1649 Assessor Parcel No.: 65 - 52 - 16 RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia,. California I have attached a copy of the Butte County Building Division comments for this subject project. The following comments are a response to the six comments as noted in the November 12, 1997 letter that requested additional information. 1.) Additional sections have been provided as requested as shown on sheets 12 and 13 which are included in the revised set of construction documents. 2.) I did not observe any expansive soil at the residence building foundation area during a job site observation on November 17, 1997. 3.) I have included calculations for the glulams and other structural members. The lateral calculations define the lateral load system. Based on the UBC section 2326.11.3 , it is not necessary to calculate the collector forces. Reference detail 15 on sheet 8 that defines the collector and / or drag tie connections. 4.) The shear wall designations shown on sheets 3 and 4 are correct. Additional notes have been added to sheet 10 in order to clarify the shear wall designations based on the UBC section 23 26.11.3 . 5.) The window shown on the elevation has been revised. 6.) A design was provided for a retaining wall height of 4'-6" above the top of footing. It is my understanding that the contractor will use this design for all wall heights even though the wall height is less than 4' - 6" at some locations. This retaining wall section has been added to the construction documents. Sincerely yo s! ��L C R r o, C.E., S.E. or no Engineering ( 530) 873-6202 ( Office) ( 530) 8734378 ( FAX ) Enclosure RM/rm PERMIT JlPPLICANT MC DONALD ASSESSOR PARCEL'NO. 65-52-16 97-1649 PERMIT NO. DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 2. 3. 4. 5. 6. PELASE PROVIDE AT LEAST 2 SECTIONS THROUGH THE HOUSE. PELASE HAVE THE ENGINEER VERIFY IF THERE IS EXPANSIVE SOIL IN THIS LOCATION. PLEASE PROVIDE CALC'S FOR GLU LAMS AND OTHER COLLECTORS. SHEARWALLS ARE INCORRECTLY CALLED OUT ON SHEET 3 IN A FEW PLACES. YOU SHOW A SHEARWALL IN FRONT OF A WINDOW IN faW BEDROOM 1. A PERMIT IS REQUIRED FOR THE RETAINING WALL IF IT IS NOT FURTHER AWAY FROM THE HOSUE AS IT IS TALL OR IF'IT IS GREATER THAN 48" TALL FROM THE BOTTOM OF THE FOOTING. (SEC 106.2 #5 1994 UBC) LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through'Thursday. Dave and Donna McDonald Residence 15309 North Lake Drive Magalia, California STRUCTURAL CALCULATIONS Moreno Engineering Roy Moreno P.O. Box 1766 Magalia,Ca 95954 November 20, 1997 r•�sl� a 1 � . i r E :fit -�e -lp T- -c` v,%Ooh p 1 • . '-4 ` J No. 5505 Engineer's Computation Pad tp ek '-4 ` J No. 5505 Engineer's Computation Pad No. 5505 " Engineers Computation Pad No. 5505 Engineers Computation Pad Dave and Donna McDonald Residence 15309 North Lake Drive Magalia, California STRUCTURAL CALCULATIONS Moreno Engineering Roy Moreno P.O. Box 1766 Magalia,Ca 95954 November 20, 1997 No. 5505 Engineers Computation Pad No. 5505 Engineer's Computation Pad Ll__l.L _ / "_ LAINU - tri Ut NA URAL WEALTH AND BEAUTY BUILDING DIVISION Roy Moreno, Jr. DEPARTMENT OF DEVELOPMENT SERVICES P.O. Box 1766 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 Magalia, CA 95954 TELEPHONE: (916) 536.7541 _ Fax(530)873-620-2- Fhb F p /1 -ZS -9.7 FAX: (916) 533.2140 14378 Re: Single Family Residence Date: 11/25/97 A.P. No. 065-520-016 Permit #97-1649 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit addition calculations as necessary [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. cc: David & Donna McDonald 13805 Andover Drive Magalia, CA 95954 Tom Banchio P. O. Box 1486 Magalia, CA 95954 w SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: David & Donna McDonald Date: 11/25/97 Permit #97-1649 In reference to additional documents received in our office on November 24, 1997 please provide clarifying information as follows: Regarding the roof ridge glu-lams: a 5;)all-the-s�rpporting-6 eC1 WI ns continuous? Where is 1 support 1) proposed for these columns? What are the connections details at the top (at glu-lam), ottomat foundatio and lateral support locations for these columns? Show all details and requested information on the plans. l� For the roof ridge glu-lam running from the front of the house to the back, the supporting 6x6 column does not appear to be continuous to the foundation at the front of the house. Please show a complete load path for this glu-lam at this location. 2. Regarding proposed Strucjoist Rafters and Joists: Z-22)'Please supply installation details from the manufacturer as referenced on the latest plans. If not included in the specifications, for the proposed situation, please show how the rafters and joists are to be connected to supporting members and blocked. Please account for lateral thrust forces induced in connections from roof gravity loads when not conventionally framed. .,�A5ease supply copies of the manufactures load tables for the Strucjoist SJ -32 Joist. Provide specifications for the 117/8 SJ -15 slope & skewed hangers referenced on Sheet 7. ) Is the roof really going to be curved as indicated on the new Sheets 12 & 13? Provide design details and engineering analysis of the curved section if proposed. Revise plans if the roof is not to be curved. We suggest that a meeting at the Building Division may help facilitate the gathering of the information requested. If this appeals to you, please call and we will arrange sometime to meet. s F � y. December 9, 1997 Mr. George R. Kellogg Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Dear Ms. Sexton: Permit No: B.P. 97- 1649 Assessor Parcel No.: 65 - 52 - 16 RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California I have attached a copy of the Butte County Building Division comments dated November 25, 1997 for this subject project. The following comments respond to this letter that requested additional information. 1.) Roof ridge beams: Additional details have been added for the TS 5X5 columns which include base plate details, column splice details as well as connection details to the glulam beams. Another option has been detailed for the contractor which allows the use of Parallam columns and the appropriate details have provided in the construction documents. Details have been included where the columns are not continuous. 2.) Strucjoist Rafters and Joists: Additional details have been added to the construction documents regarding the plan check comments that resolve the transfer of all forces. Details are an engineered design. Manufacturer load tables are attached. The roof framing members are only curved at the end in order to provide an Architectural feature. Additional details have been provided in order to clarify the detailing. As we discussed during our meeting at your office on November 26, 1997, extensive additional details have been provided as requested during our meeting similar to a school construction project. It is my professional opinion that this set of construction documents is complete. Please call if any additional information is necessary. SinWnggpineering s S.E. ( 530) 873-6202 ( Office ) ( 530) 873-4378 ( FAX ) Enclosure RM/rm #1 East Saginaw Road Willamette Industries, Inc. P0Box 277 Saginaw, Oregon 97472 Engineered Wood Products 503-744-4655 Phone 503-744-4664 Fax Maximum Span Comparison Table of StrucJoist and BCI Floor: 40 PSF LL + 10 PSF DL LL Deflection = L / 480 Max. Simple Span/Glued Floor Depth Product 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. Flanges Web BCI/45 17'-3" 15'-8" 14'-9" 13'-8" 1.5x1.75 LVL 3/8" Plywood i 9 1/2" SJ -15 17'-2" 15'-8" 14'-9" 13'-9" 1.5x1.5 LVL 3/8" OSB SJ -25 1.7'-11" 1614" 15'-61 14'-4" 1.5x1.75 LVL 3/8" OSB SJ -32 18'-2" 16'-7" 1 15'-7" 14'-1" I 2x3 MSR 3/8" OSB BCl/45 20'-7" 18'-8" 17'-7" 1 16'-3" 1.5x1.75 LVL 3/8" Plywood BCI/60 22'-3" 20'-2" 18'-11" 1 17'-6" 1.5x2.3 LVL 3/8" Plywood SJ -15 201-6" 18'-9" 17'-8" 16'-5" 1.5x1.5 LVL 3/8" OSB 11 7/8" SJ -25 21'-5" 19'-6" 18'-5" 17'-1" 1.5x1.75 LVL 3/8" OSB SJ -32 21'-9" 19'-9" 18'-3" 16'-4" 2x3 MSR ^r'?"OSB SJ -35 23'-2" 21'-1" 19'-10" 18'-5" 1.5x2.3 LVL 3/8" OSB SJ -42 25'-4" 23'-0" 21'-7" 20'-0" 2x4 MSR _ 3/8" OSB SJ -55 26'-4" 23'-11" 22'-6" _ 20'-11" _ 1.5x3.5 ' LVL _ 1/2" OSB BCI/45 23'-4" 21'-3" 19'-11" 18'-6" 1.5x1.75 LVL 3/8" Plywood BCI/60 25'-3" 22'-11" 21'-6" _ 19'-11" _ 1.5x2.3 LVL 3/8" Plywood 14" SJ -25 SJ -32 SJ -35 SJ -42 24'-5" 26'-1" 26'4" 28'-9" 2 23'-911I 23'-11" _ 26'-1" - 21'-0"; 19'x" 22'411; 20'-9" 22'-7"j 20'-11" 24'-7" j 2_2'-9" 1.5x1.75 LVL 2x3 MSR 1.5x2.3 LVL 2x4 MSR 3/8" OSB -3/8" OSB 3/8" OSB 3/8" OSl3 SJ -55 29'-11" 27'-2" _ 25'-7"1 23'-9" 1.5x3.5 LVL 1/2" OSB BCI/45 25'-11" 23'-6" 22'-1"1 20'-6" 1.5x1.75 LVL 3/8" Plywood BCI/60 28'-0" 25'-5" 23'-10"1 22'-1" 1.5x2.3 LVL 3/8" Plywood 16" SJ -25 27'-2" 24'-9" 231411 21'-0" 1.5x1.75 LVL 3/8" OSB SJ -32 29'-0" 26'-4" 24'-10"1 22'-11" 2x3 MSR 3/8" OSB SJ -35 29'-3" 26'-7" 25'-1"j 23'-3" 1.5x2.3 LVL 3/8" OSB SJ42 31'-11" 28'-11" 27f-3111 241-6" 2x4 MSR 3/8" OSB SJ -55 33'-2" 30'-2" 28'-4"j 26'-4" 1.50.5 LVL 1/2" OSB 4/11/96 #1 East Saginaw Road Willamette Industries, Inc. PQ Box 277 Saginaw, Oregon 97472 Engineered Wood Products 503-744-4655 Phone 503-744-4664 Fax Maximum Span Comparison Table of StrucJoist and Trus Joist Floor: 40 PSF LL + 10 PSF DL LL Deflection = L / 480 Max. Simple (or Multiple) Span /Glued Floor Depth Product 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. Flanges Web TJI/15Pro 16'-2" 14'-9" 13'-11" 12'-9" 1.5x1.5 LVL 3/8" OSB TJI/15DF 17'-0" 15'-6" 14'-8" 13'-7" 1.5x1.5 LVL 3/8" OSB TJI/25DF 17'-9" 16'-2" 15'-3" 14'-2" 1.5x1.75 LVL 3/8" OSB 9 1/2" SJ -15 17'-2" 15'-8"I 14'-9" 13'-9" 1.5x1.5 LVL 3/8" OSB SJ -25 17'-11" 16'-4" 1 15'-5" _ _ 14'-4" 1.5x1.75 LVL 3/8" OSB SJ -32 18'-2" 16'-7"1 ; 15'-7" 14'-1" 2x3 MSR 3/8" OSB TJI/15Pro 19'-3" 17'-7" 16'-6" 14'-9" 1.5x1.5 LVL 3/8" OSB TJI/15DF 20'-3" 18'-5" 17'-5" 15'-1" 1.5x1.5 LVL 3/8" OSB TJI/25DF 21'-1" 19'-3" 18'-2" 16-11" 1.5x1.75 LVL 3/8" OSB TJI/35DF 22'-10" 20'-9" 19'-7" 18'-2" 1.5x2.3 LVL 3/8" OSB TJI/55DF 25'-11" 23'-7" 22'-2" 20'-7" 1.5x3.5 LVL 1'/16" OSB I 11 7/8" SJ -15 20'-6" _ 18'-9"' 17'-8" 15'-5" 1.5x1.5 LVL 3/8" OSB SJ -25 21'-5" 19'-6" 18'-5" 16'-9" 1.5x1.75 LVL _ 3/8" OSB SJ -32 21'-9" 19'-9" 18'-3" 16'-4" 2x3 MSR 3/8" OSB SJ -35 23'-2" 21'-1" 19'-10" 18'-5" 1.5x2.3 LVL 3/8" OSB SJ -42 25'-4" 23'-0" 21'-7" 20'-0" 2x4 MSR 3/8" OSB SJ -55 26'4" 23'-11"I 22'-6" 20'-11" 1.5x3.5 LVL 1/2" OSB TJI/25DF 24'-0" 21'-10" 20'-7" 18'-4"(1) 1.5x1.75 LVL 3/8" OSB TJI/35DF 25'-11" 23'-7" 1 22'-2" 20'-8"(') 1.5x2.3 LVL 3/8"_OSB TJI/55DF 29'-5" 26'-9" 25'-2" 23'-4" 0" 1.5x3.5 LVL _ 7/16" OSB 14" SJ -25 24'-5" 22'-3" 21'-0" 16'-9" 1.5x1.75 LVL 3/8" USB SJ -32 _ 26'-1" 23'-9" 22'-4" 20'4" 2x3 MSR 3/8" OSB SJ -35 26'-4" 23'-11" 22'-7" 19'-9" 1.5x2.3 LVL 3/8"OSB SJ -42 28'-9" 26'-1" 24'-7" 22'-9" 2x4 MSR -3/8" CCSB SJ -55 29'-11" 27'-2" 25'-7" 23'4" 1.5x3.5 LVL _ 1/2" OSB TJI/25DF 26'-7" 24'-3" 1 22'-10"(1) 18'-4"") 1.5x1.75 LVL 3/8" OSB TJI/35DF 28'-8" 26'-1"! 24'-7"") 20'-10"") 1.5x2.3 LVL 3/8" OSB TJI/55DF 321-6" - 29'-7" 27'-10" — 25'-10" -- 1.5x3.5 LVL ---------------- 7/16" OSB 16" SJ -25 27'-2" 24'-9" 21'-0" 16'-9" 1.5x1.75 LVL 3/8"_6SB SJ -32 29'-0" 26'-4" 23'-10" 19'-0" 2x3 MSR SJ -35 29'-3" 26'-7" 24'-9" 19'-9" 1.5x2.3 LVL 3/$:' OSB SJ -42 31'-7" 28'-10" 27'-3" 23'-0" 2x4 MSR 3/8" OSB SJ -55 33'-2" 30'-2" 28'-4" 25'-9" 1 1.5x3.5 LVL 1/2" OSB (1) - Web stiffener or 5 1/4" bearing width is required at interior supports. 4/1/96 Willamette Industries StrucJoist Product Guide The StrucJoist series I joist is a high-quality I joist manufactured by Willamette Industries. Three product series are available: Web Series Depths Flange Size Thickness SJ -15 91/2 � � , 117/8 11/2 � � x 11/2 � � %11 SJ -25 .91/2", 117/8", 14", 16" 13/4" x 11/2" 3/8" SJ -35 117/8", 14", 16" 25/16" x 11/2" 3/811 • Laminated Veneer Lumber (LVL) flanges and Oriented Strand Board (OSB) webs. • Cost effective alternative to other 1 -joist and wide dimension systems. • Convenient conversions from other kjoist products. • Full range of connection hardware is available. • Web Stiffeners are not required for most framing details. Please see the StrucJoist Installation Guide for Additional Information. 0 Willamette Industries Engineered Wood Sales & Marketing 2730 Pacific Blvd. SE P.O. Box 907 Albany, OR 97321 For Technical Help Call 1-800-942-9927 Contact Your Local Distributor: StrucJoist Roof Load Table Allowable Load in Pounds per Lineal Foot SJ -15 SJ -25 SJ -35 91/2"117/8" 91/2 117/8" 14" 16" 113/8" 14" 16„ Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Load Defl. Total Joist Non• Non- Non- Non -Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow ft U240 115 /0 125% U240 115% 125% U240 115% 125% L/240 115% 125% L/240 115% 125% 0240 115% 125% U240 115% 125% U240 115% 125% U240 115% 6 288 314 288 314 314 341 314 341 314 341 314 341 370 382 370 402 370 7 248 270 248 270 270 294 270 294 270 294 270 294 319 329 319 346 319 8 218 237 218 237 237 258 237 258 237 258 237 258 280 289 280 304 280 9'' 1,0 i' 195 m'�+a'� 211 a.ar. j .19.1!r r ,195 ?: a 211: .ns fi7^ ti 2i1 r �ro�.�f.s.r.; 191; 230" 207 -'1 2N11 191 r.F 230 at -sw: 207, a 21.1+ �tiL^i 191' 230. c 207 �'.s;.z- 21.1 1911 230 ;I r 207 A��1 f}'. 249 xr,;�r.,, 225 258 c. •:xaa 232 p 249" 225 "271 .�c7::; 245 r,-• �{ '225' 249 acrri NfrY , 1 -' �'�160• {176 ^f�•i;'1t :174 7t ,176 "If .160 719,1; 174 -174 ;1—'+ 174 x189 '174 rJ ri¢� 1.89 %:i"Sa'� X74 Fssatr :189. �KKia}t 205 �.'�: lx,•d.Yli 212 .205 i^.`K„� _223 4"'s. 147 160 147 160 160 173 160 173 160 173 12 160 173 188 194 188 205 188 13 136 148 136 148 148 160 148 160 148 160 148 160 174 180 174 189 174 14 124 126 137 126 137 137 149 137 149 137 149 137 149 162 167 162 176 162 15ai Rte`' 1'6' 103' hr. 85'; 18g14 �i'MFc �y124 I, i:'tt yQ9111 ;118 "esi' '128 uta' =1'20 117' t•{F., . 'tt§�98� }128 , h 119 139 1iG' 129 : .128 §-e� t 120 139 t6st*_ ;128 28,11-9 120' ;139 :128 �;F3kg 120 ,139 .aC• - ' ,1k 51 .�.f 142 6 x146 ',, ;e151 }} � �,of, L�.>, iii 151 � t10i �,�% rtrs 3�-a; `�-_._ f+x tr r.�; • ;-.� ,131p ie.�,.�. • .a }131F � ��° �,r�e 7311 ts}rr �i `�*, r 142 154 x142' s17. j72 89 X96;! ,�,-� 104 11_3 a83 X105 110 X1;13 123 ' ;113 ,123, 113 p123 134 c138- x134 1145 ;134' 116 126 130 126 18 61 80 82 98 107 70 94 94 107 116 107 116 107 137 126 19 52 70 70 89 93 101 60 80 80 101 101 110 101 110 101 110 120 124 120 130 120 20 45 60 60 77 87 94 52 69 69 88 96 105 96 105 96 105 111 114 118 114 124 114 ' �i +21 q y 39 ' 52 + 52 z 67. ;1479 8 rr- y 45 ,F�'r 60 ag 8Q �r'�.1 76 Y�Y..aa 92 rw:afy 100 92 100 . �. ,y 92 $ .100 ftif.... ' 97.` w�+.M' 108` s9es'. x1,12 ��; . irA 108 +Vf-� x118 ,} ' >�-'- 108 22 t d 34 46 46 °, 58 ! 72 I7 .i78 x t 40 �._ 53 � 53 r 67 K 84 x ...cD 89 1ar.•ucrsUMs< ��y �s 88' 95 T; x 88 ;3. ^rtrc1 `. 95 p 85 �f�Y: l.r :`.Pr. 104.107.1, =S:r.`'ex �:: rs rR 104' �.w 'T ,J"� 113 r ..-.w/ ' 104 23 r'30, ; 40 '40 51 i X66 p`drsr_^� X69 35 46 46 G 59 Z7, f78 j� ; I. Z , 84 LIZ X91 EE �`�+�"0 fi�,I �6.-..+ 84 CF fi :91 75 ;r vl 99 lt: a. 13 99 :108 4 99 ,100 r88 24 27 36 36 46 61 61 31 41 41 52 69 69 76 81 88 81 88 66 88 95 103 95 25 40 54 54 27 36 36 46 62 62 68 77 84 77 84 59 79 79 86 91 99 91 26 36 48 48 41 55 55 61 74 81 74 81 53 70 70 77 88 95 88 27 r t -t` 32 a•43 43 r 37 49 49 x:54 :6973 ii. - 72 .57847 63 3 x.63 .,6 _'•69 .84 X92-.. 84 28 v- 29 '439 39 Z' -- 33 §�,� 44 F 44 49 4., 64 65 67 69 x?75 43 "t�:. 57 57, "82 X82 83 { zl 82 26 35 35 " a:. ;�30 ,: 40 40 44 59 -54 59 61 X55 67 f, n ' 73 r 39 M35 z.-<,•'�,. 51 bl " 56 X75 .Z.-_'.� 75 76 79 30 27 36 36 40 54 65 70 47 47 51 68 68 69 76 31 37 49 49 50 62 67 32 42 42 '46 62 62 63 74 32 33 44 44 46±�'- 29 39 39 42 56 56 57 71 1`y30 S`41"41 `42 X3535 39- X52 tp52 `53 69 34 .':�'' ,. t� > 'i'"^ ' ?�j'. 9r�:? ."" �i'•'• `ta`' ? «tif ..+ X28 .�37 37 1'4, '38 }2,y6 s _ t36 , 47, A47 Notes: 1. All roof joists to be sloped t/4" per foot minimum. 2. Use of these tables should be limited to roof slopes of 31/2" per foot maximum. For greater slopes, refer to the StrucJoist roof span tablE 3. Total load deflection is limited to L/180. For stiffer deflection criteria, use the L/240 column. 4. Total load values are based on joists spaced 24" o.c. or less, with increased moment capacity for repetitive member usage. 5. Tables values are for single joist use only. Double joists should be designed using StrucJoist design properties. 6. Allowable loads shown may be used for simple or multiple spans. Exterior spans in multiple span applications must be at least 40% of adjacent spans. Please see the StrucJoist Installation Guide for additional information. StrucJoist Design Properties Allowable Allowable Allowable Reactions Nail Only Glue -Nail 40 psf Weight Depth Moment Shear Exterior Interior EI EI K SJ Series (per If) (inches) (ft -lbs) (Ibs) (lbs) (Ibs) (x 106) (x106) (x106) SJ -15 1.90 91/2" 2770 1125 975 1950 176 199 4.94 = L/480 2.10 117/8 3710 1425 975 1950 304 340 6.18 SJ -25 2.11 91/2" 3260 1125 1060 2120 204 227 4.94 19.2"o/c 2.37 117/8 4360 1425 1060 2120 350 387 6.18 13'- 9" 2.60 14" 5360 1550 1060 2120 520 570 7.28 6" 2.82 16" 6300 1550 1060 2120 716 781 8.32 SJ -35 2.90 11 /8" 5810 1425 1250 2500 452 489 6.18 19'- 3.07 14" 7130 1550 1250 2500 667 718 7.28 6" 3.25 16" 8390 1550 1250 2500 913 979 8.32 Notes: 1. Design properties are based on 2.2E StrucLam LVL flanges. 2. Glue -nailed EI values are for 12" o.c., and are for floor use only. Values increase with wider joist spacing. 3. Both bending and shear deformations shall be considered when computing deflections. For bending deflection use standard engineering formulae. For shear deflection use: 8x bending moment K EXAMPLE: Uniformly distributed load on a simple span joist. Deflection= 5wl' + 8M _ 5-1' + -11 384EI K 384_1 K w = uniform load in pounds per lineal inch I = effective span in inches 4. The allowable moment, shear, and reactions are for normal duration loading and may be increased in accordance with the code for load duration. 5. Moment shown is for non-repetitve members. Increase moment 4% for repetitive members. 6. 13/4" minimum bearing required at joists ends. 31/2" minimum bearing required at intermediate supports. 7. Design properties limited to untreated dry conditions of use and assume lateral support at joist ends and full length of the compression flange. StrucJoist Floor Spans Live Load = 40 psf Dead Load = 10 psf LL Defl = L/480 Simple Span Multiple Span Series Depth 12"o/c 16"o/c 19.2"o/c 24"o/c 12"o/c 16"o/c 19.2"o/c 24"o/c SJ -15 91/2" 17'- 2" 15'- 8" 14'- 9" 13'- 9" 18'- 9" 17'- 1 " 16'- 1 " 15'- 0" 117/8 20'- 6" 18'- 9" 17'- 8" :16!-- ,..5" 22'- 5" 20'- 6" 19'- 4" 15'- 5" SJ -25 91/2" 17'- 11 " 16'- 4" 15'- 5" 14'- 4" 19'- 7" 17'- 10" 16'- 10" 15'- 8" 1178" 21'- 5" 19'- 6" 18'- 5" 17-' - 1 " 23'- 5" 21'- 4" 20'- 1 " 16'- 9" 14" 24'- 5" 22'- 3" 21'- 0" "19' - 6" 26'- 8" 24'- 4" 21'- 0" 16'- 9" 16" 27'- 2" 24'- 9" 23'- 4" 2)-'-- 0" 29'- 8" 25'- 3" 21'- 0" 16'- 9" SJ -35 117/8 23'- 2" 21'- 1 " 19'- 10" 18'- 5" 25'- 3" 23'- 0" 21'- 8" 19'- 9" 14" 26'- 4" 23'- 11 " 22'- 7" 20'--1 T" 28'- 10" 26'- 2" 24'- 8" 19'- 9" 16" 29'- 3" 26'- 7" 25' 1-" X23' = 13," 32'- 0" 29'- 1 " 24'- 9" 19'- 9" Notes: 1. Spans in shaded areas must be decreased for multiple span applications. 2. Spans are based on glued/nailed 3/4" sheathing. Adhesive shall comply with specification AFG-01 of the American Plywood Association. 3. Reduce spans 10" for nailed sheathing only. 4. Spans are based on clear distance between supports. 5. Exterior spans in multiple span applications must be at least 40% of the adjacent span. December 17, 1997 Mr. George R. Kellogg �utte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Dear Mr. Kellogg: Permit No: B.P. 97-1649 Assessor Parcel No.: 65-- 52 - 16 RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California As we discussed during our telephone conversation on December 16, 1997, enclosed are two typical details at the base of the parallam column to the foundation. It is my understanding that this complete set of drawings along with this attached detail for this subject will be approved by your office. Please call if any additional information is necessary. Sincerely 7)873 , S.E. oineering ( 56202 ( Office ) ( 530 ) 873-4378 ( FAX ) I Enclosure RM/rm DEC 18 1997 BUTTE B�DMG DIV�IS COUNTY No. 5505 Engineer's Computation Pad a No. 5505 Engineer's Computation Pad IN aS zk A o ecy . o co Ir a SAt �y `June 5, 1998 14 W.tGeorgeXellogg e Butte County, Building—Division 7 County Center Drive Oroville, CA 95965-3397 Permit No :oB!R 97--•1649 Assessor Parcel No:: 65 ---52-_16--- Dear -52-_16.- Dear Mr. Kellogg: RE: David and Donna McDonald Residence 15309 North Lake Drive - Magalia, California I had a meeting with Mr. Tom Banchio, at my office, on June 2,1998 regarding potential construction changes to the approved drawings for this subject project. Mr. Banchio wanted to lower the main ridge glulam as shown on detail 1/14 in order to eliminate the ledgers, bolts to glulams and other items as specified on the approved documents. I informed Mr. Banchio that changes to the approved documents cannot occur unless the construction documents are revised and structural calculations are provided and these documents are approved by the Butte County Building Department prior to construction. This letter is informing your office that I will not allow any changes to the approved documents unless I have notified your office in writing of all approved changes that will need to be approved prior to construction. It is my understanding that it is the contractors, Tom Banchio, responsibility to inform me, in writing, of any changes to the approved construction documents prior to modifying any of my professional details. I am the individual who is responsible to properly interpret the intent of the approved documents so all changes to the approved construction documents must be coordinated with my office in writing. Otherwise, the contractor is proceeding at his own risk. Please call if any additional information is necessary. S in rel P.O. Box 1766 Magalia, CA 95954 ( 530) 873-6202 ( Office) ( 530) 873-4378 ( FAX ) cc: Mr. David & Donna McDonald Mr. Tom Banchio RM/rm JUN Q 8 1998 BUTTE COUNTY BUILDING DIVISION FROM : MORENO_ENGINEERING June 5, 1998 Mr. George Kellogg Butte County, Building Division 7 County Cerner Drive Orn -ac, CA 95965-3397 Dear Mr. Kellogg: PHONE NO. : 5308734378 Jun. 05 1998 01:08PM P1 Permit No: B.P. 97- 1649 Assessor Parcel No.: 65 - 52 - lb RE: David and Donna McDonald Residence 15309 North Lake Drive . Magalia, California I had a meeting with Mr. Tom Banchio, at my office, on June 2. 1998 regarding potential construction changes to the approved drawings for this subject project. Mr. Bancbio wanted to lower the main ridge glulam as shown on detail 1/14 in order to eliminate the ledgers, bobs to glulams and other items as specified on the approved documents. I informed Mr. Banchio that changes to the approved documents cannot occur unless the construction documents are revised and structural calculations are provided and these doctmerts are approved by the Butte County Budding Department prior to construction. This letter is informing your office that I will not allow arty changes to the approved documents unless I have notified your office in writing of all approved changes that will need to he approved prior to construction. It is my understanding that it is the contractors, Tom Banchio, responsibility to inform me, in writing, of any changes to the approved construction documents prior to modifying any of my professional details. I am the individual who is responsible to properly interpret the intent of the approved documents so all changes to the approved construction documents must be coordinated with my office in writing. Otherwise, the contractor is proceeding at his own risk. Please call if any additional information is necessary. Magalia, CA 95954 ( 530) 873-6202 ( Office ) ( 530) 873-4378 ( FAX ) cc: Mr. David & Donna McDonald Mr. Tom Banchio 0417 t s F�� --rte 1 L ► � � .� G✓l�yr �� opok ��s %.vu" i T yr ou i i c ucrAm i mcry i yr UtvtLUNMtNI 5EHVICES - BUILDING DIVISION Npy y 00 JI 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-754y, E�IT No. L - (Rev. 12'/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - ZONING BUILDING PERMIT ' OWNNkC1 s ) /�/� TELEPHONE SO, Fr, OCC. BUILDING VALUATION n /� r Ano OWNFJ,S AWUNO ADORESS.� 1` / , r //✓,' 9591S' Ito 0 CONTRAr S NAME itV TELEPHONE /^' CONTR7?RS MAILING ARES /y/ Q CONSTRUCTION LENDER LENDER'S MAILING ADDRESS - Fireplace / Total Valuation $ � ARCHI19 TECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ //G #15-0 Plan Checking Fee .b' 956.90 BUILDING ADDRESS q �r t Energy Plan Checking Fee b J3 190 S PERMIT FEE S LAT NO. SUBDIVISIONS NAME ARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 yOpo Solar or heat pump water heater 23.00 Water piping 15.00 /S.00 TYPE OF WORK New I� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: i f Each gas water heater or vent 115.0011S. OC Gas piping system 1 - 5 outlets 15.00 / S -040 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S )0100 ELECTRICAL PERMIT Fling Fee 20.00 Main Service za. oa UESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect.Powell License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IGOOA 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( a ACC. B<os. Q s0 3.5¢FT: / j0 NEW cows . MULrI oLmET NON•RESID. @7.50 APPAMTUS 8 SINGLE OUR.ET CI R. Ex. OCCu OUTLET OR FIXTURES a20 @ 1.300 Ex. Occup. oUT.eDTs� o°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 L„f Ventilation PERMIT FEE S gy Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker ' compensation provisions of section 3700 of the Labor Code, I shall forth It comply wit tho rovision , � &/ X Date lP 9� Sign Wre of Applicant - ❑ Owner ❑ Contractor ❑ Age An OSHA permit is required for excavations vera glee and demolition or construction of structures over 3 stories in height. �(J Y/ / Mobile Home Installation Fee $ Energy Inspection Fee S 6 f � colsT. HAz D �� TOTJ FEE $ P FLAOD cOF HD i() rISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. Xe ReceiptNo. WHITE-O.D.S.-E.D.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 541 d h to RESIDE,NTIA,Q 065-52-0-016 9 7-1649BPEM McDONALD David & Donna 15309 Northlake Road, Magalia (new single family) Tom Banch PERMIT N PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION Ull RAUrl"a Temp. Power Pole Called PG&E I Temp. Elec. Service Called PG&E Temp. Gas Service �I/� �� Called PG&E I'D JOB FINALED (Date) Signature COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV ION 7 County Center Drive - Oroville, Carif�-95965 - Telephone (916) 538-7 4 PERMI NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 96_5-52-0-0_16 ZONING TM - WR BUILDING PERMIT �7 DWNEDAVID AND DONNA MCDONALD Tift 873 -2620 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 13805 ANDOVER DRIVE, MAGALIA 95954 497n R 930,580-00 lign KIT 21,240.00 CONTRACTOR'S NAME TOM BANCHIO TELEPHONE 873--5011 969 C 7,197 -no 616 0 J12.00 CONTRACTORS sBOX 1486, MAGALIA CA 95954 RIFT WAT,T, CONSTRUCTION LENDER 679SQ EP 6,720.00 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 971 LQ nn ARCHITECT OR ENGINEER FLT LICENSE r10. _ Filing Fee $ 20.00 Permit Fee $ 1,241.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 806.98 BUILDING ADDRESS 15309 NORTHLAKE ROAD MAGALIA Energy Plan Checking Fee $ 23.00 $ UNNIXAS PERMIT FEE $ 2,091.48 AAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 20 7.00 140.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 15.00 15. OC TYPE OF WORK New WX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.0 Building sewer 15.00 15.0 Mobile Home I S I G I W 920.00 PERMIT FEE S 220.0 ELECTRICAL PERMIT Fee 20.00 RLESSFling Main Service 200A OR LESS 23.00 23.0 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, will do the work, and the structure is not intended or offered for sale kI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 190M NEW CONST. DWELLING OCCUR OR ( ACC. 5 0 SO 3.50FT 90' 75 CONST. MLI' NON-RESID. C 97.50 POWER APPARATus 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES 20 O 1.00 SAL 0 •50 Ex. Occup. oUTLEEDrsRE�slD,Oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 vix PERMIT FEE $ 233.75 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 CcJe, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required, by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort h comply with those pro ' 'ons. X !� __ Date Sign ture of Applicant - ❑ Owner ❑ ontractor ❑ Ag An SHA permit is required for excavations over 5'0" deep an demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating RADIANT 25.00 Cooling Hood 6.50 Ventilation 9 PERMIT FEE $ 94.90 Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOS/ V/ CDF PARCEL_ lam/ pp HD s 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 fee paid. q�y By ate 1 / PERMIT EXPIRES ON % Da Receipt No. 224204-859.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR Z PIN -INSP TOR GOLDENROD -APPLICANT V=OK O = Not OK =NottRepadY MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fall-C)O-Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / MfL / /Nat. or/ /VtL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s - 1. Zoning Requirements- Setbacks Easements 2. Footings; SiLeSpacng-Marriage Line 3. Gas; MH Test-0emand Vahe-Connector 4. Electricity; MH Test-Crossowrs-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 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISdELLANEOUS' Date DECKS, cQVE) ; CARPOATC, GARAGES (Plans) OK except #'s s � 1. Zoning RequirementsSetbadks-Easements, 2. Footings; Sods-Sipe-DepthSpacng-CarmectorsSteel 3, Dedks; Girders and/or Joists-DedkinoracingStairs-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. Fnng-;.Sits-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerSticcp•Mesh 10. Roof; Shthg-Roofing 11. Ext: Steps-0cors-Landmga 12. Braced Wall,Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed . 7. Elec.;'Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5` Circulating Equip. -Pool Lghlg. Boxes-Enclosures-Panelboads4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.: Cir Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 No OK RESIDENTIAL (Single & Duplex) = Not An�licahlp = Not (Plans) OK except Y. tg., Main; Soils-Elec. Gmd"-/ 1.7 /' Ftg. Depth 2(j./Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Porches & Decks; SoilsSteel-/ i Ftg. Depth Stefhwalls, Main; Steel-Blockouts-Wrapped .Stemwalls, Garage; Steel-Blockouts-Wrapped l V. Hold Downs and Special Anchors 8--Piers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/OSewer Test 10. UF. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1 jdater Pipe; Test -Anchors -Regulator -Service Test 1 Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 1,(.' Girders -Sills -Anchor Bolts -Joists Vents-Crippies 1 Access & Ventilation 16. Insulation [/�Gei/ E•� r/,$7 -ter Date JrLjt�j C) I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle Ver Pipe; Test & Anchor -Nail Protection 1 . .W.V.; Test Fittings & Anchor -Nail Protecyon Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date I-7 Card B-1 Date Card B-1 Date r Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 911"Size Boxes & No. of Conductors Stapled ye-9-0mex Installed Close to Edge of Studs & C.J. 2?:, -Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28'-2 Appliance Circuts in Kitchen & Conductor Size GFI . Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 3 rvice-Riser Conductors & Ground -Main Disconect 3f,rquip. Clearances Panels -Motors -Meth. Epuip. f r33- 9jothes Closet Light -Shower Light -Spa Light Smoke Detector Date f 1?i� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,MECHANICAL (Permit) OK except #s A. Ducts Insulation & Support �t Fan, Exhaust above insulation 37.' Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sits Proper Materials & Anchors ,Walls Studs -Nailing Spacing & Braces -Plates -Sound . §earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) •ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4Y -Headers & Beams -Size & Bearing Date FRAMING (Continued) �J langers-Post Caps -Anchors -Connectors ding. Joist-Rttr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions y Garage Fire Protection Framing W Property Line Firewall & Openings WT -t. Doors -One 3 -Check Garage 3rd Story, 2 Exits 64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 65(�� on Roof Overhang -Attic Vents -Rafter Outriggers Siding-Nailina Veneer cco Mes -Drip Screed -Fd. Vents-Underfir. Access laang ea -Glass Protection -Skylights -Plastic 60. Brte Interior / ExteriorAO41 Panels 62. Infiltration -Walls -Windows Date y11�719 G Card B-1 G.�.�,J Date Card B-1 Date C rd B-1 Date Card B-1 Date 41 NAL (Plans) OK except #Is Steps -Door & Sidelight Protection -Landings Sro6ke Detector 6p/Fu ace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor-Ducts-Mech. Protection ,Aed'room Exiting r XtV. G.F.I. & Bath Fixtures & Tub Access -Spa 68! Fac. Trim & Subpanel, Breaker Sizes & Labels 6T Stirs & Rails Fireplace or Stove, Clearance -Hearth Z4 lec. Outlets at Wood Panel, Int. & Ext. 72Y it. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance ec. Outlets & Rece ticales at Kit. Counter OajZge Fire Door; Swing -Landing -Closure 7 Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. 1p Garage; Above Floor -Meth. Protection Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection T4,4'nsulation-Foam-Looked in Attic 82.4uard rails & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Yes 82. Following Instld./Drive [)Yes No/Walks 0 Yes V No/Planters 0 Yes YNO $3 Stucco Brown -Finish 84'.,A.9. Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing tenor Elec. Trim, G.F.I. Receptacle -Underground ntilation Throught House ass.Protection rections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates . Date Card B-1 (A, 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 DIV ION 7 County Center Drive •- Oroville, California 195965 - Telephone (916) 538-7 4 f PERM I No. (Rev. 12/96) 1 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-52-0-016 ZONING TM_ BUILDINGPERMIT 461/ owNEDAVID AND DONNA MCDONALD T873-2620 SO. FT. OCC. BUILDING VALUATION 497n R 230,580.00 OWNERS MAIUNG ADDRESS 13805 ANDOVER DRIVE, MAGALIA 95954 CONTRACTOR'S NAME TOM BANCHIO TELEPHONE ' 873-5011 S69 C 7,197.00 616 2 CONTRACTOR'S TO BOX 1486, MAGALIA CA 95954 CONSTRUCTION LENDER 6,720.00 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 9 71 71,9 nn ARCHITECT OR ENGINEER FLT UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 1,241.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 806.98 BUILDING ADDRESS 15309 NORTHLAKE ROAD MAGALIA Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 2,091.48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 20 7.00 140.0 Solar or heat pump water heater 23.00 Water piping 15.00 15. Q Each as water heater or vent 15.00 15.0 TYPE OF WORK New RX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 15. O Building sewer 15.00 15.0 Mobile Home I S I G I W @20.00 PERMIT FEE $ 220.0 ELECTRICAL PERMIT I Fling Fee 20.00 BooOR LE Main Service 20.AORLESS 23.001 23.0 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.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. kI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 19.!RXX NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. B.S.)5 0 SO 3.5¢FT. 90.75 NEW CONST. NON-RESID. uLcT cuTL, @7.50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FocruREs BAS p 1.50 Ex. OCCU OUTELETS RE1NSID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 233.75 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort h comply with those pro ' 'ons. X _ __ Date Sign lure of Applicant - ❑Owner ❑ antractor ❑ Ag An OSHA permit is required for excavations over 60" deep an demolition or co struction of structures over 3 stories in height.p �l MECHANICAL PERMIT Filing Fee 20.00 Heating RADIANT 25.00 Cooling Hood 6.50 6.50 Ventilation 4 50 18.00 PERMIT FEE $ 4.50 Mobile Home Installation Fee $ Energy Inspection Fee Is 46,00 OCC OTAL FEE $ CONST. 4FEES 6 HAZ. DMP FLOO CDF PARCEL HD s 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 Vp F+opn. paid. q�y By ate 1 / PERMIT EXPIRES ON f4 714 Da Receipt No. 224204-859.90 p WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINk-INSPEjCTOR GOLDENROD -APPLICANT I � �a - , }' i.»ar...:=-w .-•-T . . r. art.. 1 � ...'/'1•'Y ,��.ati�Scx..n.r�'t+.. `t ...�^. .-♦ � � ....i..:•^tv � ,. . ,.t•ryidr• e� s�[.j ,. ,. COUNT' OF. BUTTE DEPARTIK,ENT OF DEMOPMENT SERVICES - BUILD �D•IVHISION' 7COUNTY CENTER DRIVE - OROVILLE, CWLN69�II 95965 - TELEPHONE (916) 53 -7541 o PERMIr,T'APPLICATION DATA SHEET 6. OWNER &,j'4 cl ASSESSOR PARCEL NUMBER: Proposed Building Use: — Building Inspector: Date: V4 19 2 At time of permit application, I was advised the following data most be submitted prior to permit processing and/or issuance: Date Received By ❑ . 1 items have been submitted-------------------------------------------------------------------------------------- Plot plans 3/ sets, signed by the preparer of plans. Complete plans&sets, signed by the preparer of F ❑ . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- -Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------------------------- 118. ------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ . Fees of $-----f�------1��.�3---------------------------------��- �,��M . Impact fees as shown on the attached schedule. -------------------------------------------------- ------ ------ Y California Department of Forestry plan approvaUfees. -- --- ❑ 1 3. Flood elevation certifidate- ---------------------------------------------------------------------------------------- 0 4. Sanitation and plot plan approval (�h,'rn Health Department. --------------- ; -Y------ ------------------- ❑ 15. City of Chico plumbing permit. -------------------------------------------------------------------------=-------- t-,❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- El ---------------------------------------------❑ 1 . Planning approval for (A) Use: (B) Parking: --------------------------// Contact Land Development about Improvements, El Drainage, M Legal Parcel. ----------------------- iW ncroachment Permit for driveway (construction approval prior to occupancy). ------------------- W Pre-inspection for required Request to Building Inspector on (Date) g 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------ =---------- 0 22. ---------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- D16L25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- P�7-- -- -- ----------------------------- ❑29. 0433 A, ❑Gr t Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 0. Other: �{ �'------- When you issue theermit, process as follows ❑ Mail to owner, ❑Mail to co actor. Telephone _ �3 – -0// and hold for pickup at 491^0 V i Q ce. ❑ Deliver wi inspector. cc �_8 93 - a6 a O Applicant:- �'�� J'�� `� Date: � � % • Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index permit application for the above items numbered: i ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of above required data by ❑ phone, ❑ mail, ❑ Building Division 6ounter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,'O Bulp D ision counter, by Date: Plans reviewed by: Date: ` i LIplpWappfoved by: %C Date: 0�-7 7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P , folder. Note transfer by Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Depart-ment FROM: Environliiental Health SUBJECT: Sanitation Clearance G.H. USE ONLY Hot Plan Auaclwd >/9,75.- Fluor /9,7sFloor I'I:m Auaclwd YDS scat to B.U. r ` � a,n Owner Location - Plan Approved for: Sewage Disposal ✓ Water Supply: Public Clearance for _bedroom �]ionic. Other n -,(_ . n - Hold final for: V Final clearance O.K. for: NOTE: Environmental I Speci' list 8/92 OG -,S- - S2o, of C AP## Private Well D to TO: Building Department FROM: Encroachment Permit Section RE: 'Driveway Clearance 1�Gc v . /V - . u owner. location AP # Driveway permit �`/ �� has been issued for the above property. n b date sign re fN , ICOUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965. TELEPHONE (916) 538-7541 . SCHEDULE OF FEE DUE OWNER ' a.AIJ yl A.P. !t PROPOSED BUILDING USE /�� /� S%� DATE �(o19 1. BUILDING PERMIT FEES -- Balance Due ............. $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........ $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES IDO e0d • S Q (paid at District Office) a_"RIFF FEES (paid at Building Division) �/� Residential ... x $360.00 = $ - O. O Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ REC /i DATE REC Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) -- _' 1 SRA FIRE INSPECTION AND PLAN CHECK ^^�y $89.00 (paid at Building Division) d 8. WATER TENDER FEES (Battalion Jt ) $200.00 (paid at Building Division) .9. CSA -87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE G/ Original -Owner Copy -Building Div. (Rev. 12/96) r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM o (One form per Building) School District . �(,� IrQ� ! $ e (/L N r 1 E� Building Department No. A.P. Number (�G,S'j r,�0 "C'I6 Jurisdiction: City County Property Owner r Y-' I'm zlot, no 4', �l ' r Property Location/Address 15,10 I A O / r Subdivision, Lot No. i l i Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial �. n z. Sq. Footage s - (Group R Tafi* � Sq. Footage (Including Exterior Roofed Areas) Date moorremans revviiewea Dy scnooi uistnct versonnei) District Identification -.No. School District certifies that 1�(•- /t" �G�/�-� (Applicant) P7 3 - 2e, (Street Address) ' (City) has complied with the requirements of,Resolution No. nt representing / v square feet. J ja,,�_k School District Representative (Phone. Number) (State) (Zip Code) by payment of $ B 2926 $ ' ULL MITIGATION $ ,Z -1(O �7 Date ' Paid by Check # Remarks: 3 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to ,submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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.xis (2%97)dmm Iu �Q>rG- p (av c Y-ecov�l�o,( COUNTQOF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Coun enter Drive - Oroville, Califdrna 95965 - Telephone (916) 538-754 PE IT NO. (Rev. 2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Oto - S -O/ 'ZONING 'TM /w P BUILDING PERMIT owN v' OcTn elJo� TELEPHONE -)� D SO. FT. OCC. BUILDING VALUATION OWNEij$ MAIUNO ADDRESS, �� / n r "/A �` 9 1 / O CONTRA'S NAME TELEPHONE 24,11) CONTRAC7gR'sA UNG A�78 C/D CONSTRUCTION LENDER .. , `^• •' Fire a Total Valuation LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee �O_ ; $ Plan Checking Fee _ $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS /J 3 O PERMIT FEE $ LOT NO. A v�Cl SUBDIVISIONS NAME "R (J ' PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 "OQ USEOFSTRUCTURE SF K Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 I .00 Each gas water heater or vent 15.00 /5-.0 TYPE OF WORK New I� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 Gas piping system 1 - 5 outlets 15.00 I ` Building sewer 15.00 T Mobile Home S G W 920.00 PERMIT FEE $ �0100 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AORLESS 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, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO IDooA ,14 46.00 NEW CONST. DWEWNOSO OCCUP. OR AODNS. ( a ACC. BLDS. D 3.5¢x: NEW CONST. MULTI.OUTLET NON-RESID. I C @7.50_ I POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTUREs BAL @ x..50 Ex. Occup. oFED AE 6.G ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 75 PERMIT FEE $ MECHANICAL PERMIT -� 12 Fling Fee 20.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed it the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ compensation laws of California, and agree that if I should become subject to the worker 'compensation provisions of section 3700 of the Labor Code, I shall forth It comply wit tho rovlslon 07 / / �X n rDate�__ Sige of Applicant - ❑ Owner ❑ Contractor ❑ Age An OSHA permit is required for excavatio7s ver 0" Pee and demolition or construction of structures over 3 stories in height. Y// Heating n -F -15.190 Cooling At 7— Js OLD - Hood 6.50 Ventilation * , O :.00 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fe q n Cour. PE �- T A FE $ In— D FEES P FLOOD COF PO HO UE ii This permit is hereby issued under the applicable of the Butte County' Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work {laid. ate Receipt No. WHITE•D.D.S.-B.D.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT 0 * FROM ROY_MORENO,IOR PHONE NO. 530 873 9703 Dec. 17 1997 09:02AM P1 December 17, 1997 Mr. George R. Kellogg Butte County, Building Division 7 County Center Drive Oroville, CA 95965-3397 Permit No: B.P. 97- 1649 Assessor parcel No.: 65 - 52 - 16 Dear Mr. Kellog: RE: David and Donna McDonald Residence 15309 North Lake Drive Magalia, California As we discussed during our telephone conversation on December 16, 1997, enclosed are two typical details at the base of the parallam column to the foundation. It is my understanding that this complete sct of drawings along with .this attached detail for this subject will ` be approved by your office. Please call if any additional information is necessary. Sincerely r)8F73-6202('0f[ice) , S.E. oineering ( 53 ( 530 ) 873-4378 ( FAX ) Enclosure R'NVrm ��3�0� � � 7 �-� 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION l+' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT (�, Ae- & ASSESSORPARCEL UMBER ZONING BUILDING PERMIT OWNER 1 � 4� 1 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME ' n eR ( cT TELEPHONE CONTRACTORS MAILING ADDRESS M ;y.� j • .0 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 115 �Inel _Q ) 1 Energy Plan Checking Fee $ $ Pro L PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF i, Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 ,i 1 +ry `J Ac ` Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ S Q_y_ (0Q - l 8 - ELECTRICAL PERMIT Fling Fee 20.00 800V 0 R LESS Main Service .A OR 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 C, • 7 d Lic. No. 1(45- Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 a I- sJU (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws oflifornia, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wilKthee govisions. X Date Signature` of Applic Owner ❑Contractor 84 -Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. eLDs. sD 3.5QFT: NON-REW a1D. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUn.E7 CIS. �j(, OCCU OUTLET OR FIXTURES X20 ® 'ao Ex. Occu . OUTLEOTSA RESIp,O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 dJil PERMIT FEE $ u MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ C/ •(�Q HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SSUE 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 l07, Date d PERMIT EXPIRES ON Date Receipt No. 3 n —2-7 9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541h E I NO. 00 (Rev.12/96) APPLICATION AND PERMIT fjj(( ASSESSOR PARC UM ER 5 - Sa - 0 ' ZONING BUILDING PERMIT OWNER' .w ^ � ^ /VU `NG TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER$'�MAI� ADDRESS OL�1•4A �i n /J S C Ct CONTRALTO 'S. NAME.. TELEPHONE C= 15N 1- a CONTRAC ORS MAILING AD RESS � ` 6t.9a CLA CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3 047 Energy Plan Checking Fee $ w �QL/LGLOQ,t�� $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX 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 ❑ Instajlation ❑ Other ❑ Describe Work: a ,, A Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 v,,r Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LES 600V0Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. ``11 ` License Class Lic. No. aY Z 1 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 astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' as provided for by section 3700 of the Labor Code, for therformance of the work for which this permit is issued. 96mpensation, ave 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 workerg;cOmpertsation insurance carrier and policy number are: Carrier Policy Number — (The above sections need not be complet d if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall y not employ any person in any manner so as to become subject to workers' ation laws of California, and agree that if I should become subject to the aworkercompensatirovisions of section 3700 of the Labor Code, I shall comply w' se ovisions. / X Da e vY Sig tur of Applic Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWEwNG OCCUR F°; OR( CC. 3.50FT. NEW CONS.ONSMU �tT NON•RESID. U @7.50 POWERAPPARATUS 8 SINGLE OUTLET LIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1. 00 SAL @ .SO50 Ex. Occup. ounFrs AE�D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Ift PERMIT FEE $ 4,(v . MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ Y3,00 �Z D. FEES P FLOOD CDF PARCEL ro HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated Ove for which fees have been paid. p } By Date d PERMIT EXPIRES ON Date Receipt No. -Z7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W w-- `,,, ,q�C, :..r '•taw..',;,--w.m.F'7p�t+ltl�lP.&7+'Alia.+w,. •✓w;�a�¢al<nanv'af•�: sJ9e1;°�M. }oY.AfAi'VLu;:r�!'1 6t .'l+�Y�+.,yw„ il' 065-52 0-016 'A 00-1873 MCDONALD FAMILY-TRUST'° 4 r .'15309 NORTHLAKE RD.;'MAGALIA CONYR-' MC CLELLAND A/C ADD COOLING UNIT ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 10 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�� 2ER I NO. (Rev. 12/96) APPLICATION AND PERMIT , ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER L . � , 1-71 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME C TELEPHONE '1 CONTRA'CTOR'S MAILING ADDRESS 111� CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS --T�, • • ^,ti - - Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Ll 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 eW ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ -r Describe Work: r!..� �=-'' L• 1 j• Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioo.v oA'ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is?n full force and effect. f+ ,, License Class l_-) Lic. No. ?y,- j OWNER -BUILDER DECLARATION' 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 workerg,'coQmpensation insurance carrier and policy number are: Carrier W N% Policy Number 7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' com eniation provisions of section 3700 of the Labor Code, I shall P forthwith compI4ith those,) iovisions. , y l C(' 1 �) X �- tJT J ` f f'/� - - Dat / Signature of Appli(ant oO Owner ❑ Contractor Q'Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO lOaoA 46.00So WEU200A NEW CONST. DWEILNG OCCUP. SO OR ADONS. ( a ACC. Blas. 3.50FT. NON -ROE Ip. MU LTI-OUTLET 97,50 POWER APPARATUS a sINGLE ourLEr clR. 20 Ex. Occup. OUTLET OR FIXTURES @ I'50 BAL ® .so FIXED APPLNS. OR Ex. Occup. ourLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ - • i' HAZ. p. FEES IMP I FLOOD CFF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have , / ' i/ By "'s; s �� . • •T PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. J Date J P-4 r ReceiptNo. .+ ) -) -'-.! 1\ WHITE-D.D.S.-B.D. CANARY -A ES OR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6161 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Datg � Inspector REV 10/92 l= J Datg � Inspector REV 10/92 _�,° 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 00 — (Rev. 12/96) APPLICATION AND PERMIT ! �� a Sys ORpj�tNS�MBER �L1V116 ZONING BUILDING PERMIT OWNER MCDONALD FAMILY TRUST TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 15309 NORTHLAKE RD., MAGALIA CA 95954 CONTRACTOR'S NAME MCCLELL4ND A/C TELEPHONE 891-6202 CONTRACTORS 690THUNDERBOLT ST., CHICO CA 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 15309 NORTHLAKE RD., MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: ADD COOLING UNIT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A 0R LESS 23.00 LICENSED CONTRAC R'S DECLARATION I hereby affirm under penalty of perjury that am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isgi isfull force and effect.�J / License Class - Lic. No.l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING ffUP. SO OR ADDNS. 6 ACC. BLDS¢FT. Np gOO,DT_ MULTI.OUTLET @7,50 PSINE OWER APPARATUCIR.S GLouTLET Ex. Occup. OUTLET ORFDrrURES 20@''00 BAL @ .50 Ex. Occup. otinFis REESSID.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ' cj� pen 'on insur ce carrier and policy number are: Carrier Policy Number — (The above section need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' com nsation law Iifornia, and agree that if I should become subject to the wor ers' compe atio pro 'sions of section 3700 of the Labor ode, I shall fo ith comp) wi those ovisions. X D; Ignature of Appli n Owner ❑ Contractor LlAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1-9.00 Cooling Hood 6.50 Ventilation PERMIT FEIE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ab vq for which fees have been paid. .D y D to PERMIT EXPIRES ON (5 Dei Receipt No. r WHITE-D.D.S.-B.D. CANARY -ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT - Z- OUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION to 7 Count Center Drive a Oroville, California 95965 • Telephone 530 538-7541 Y P � � PERMIT N0. R.►.12/�e) APPLICATION AND PERMIT - 8 BUILDING PERMIT eMi� �"ONs SO. FT. OCC. BUILDING VALUATION l C.,0 lancers wnsa Aoorlw ARCHRW oil DOW= APICIMCT an slommI VA&04 Ino11W LOTH. I SUSCIV41MI wwc USEOFSTRUCTURE SF A Duplex O MobOehome O Other rrPEcry TYPE OF WORK New O Addition O Remodel O Utilities O lnstslla O Other j Describe Work: VV1� I RECEIPT # PERMIT FEE $ SRA $ SHR $ CSA 87 $ CUA $ TUA $ REC $ OTHER: TOTAL , a oa3gS— Fireplace Total Valuation ti Filing Fee S Permit Fee S Plan Checking Fee i Energy Plan Checking Fee i i PERMIT FEE : PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas.water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W PERMIT FEE _ ELECTRICAL PERMIT Main ServiceoR eoov oA use zoo^ ►ass Main Service To 1000^ 20.0 'ling Fee 20. 7.00 23.00 15.00 15.00 15.00 15.00 020.00 rig Fee 20.00 23.00 46.00 3.500. 07.50 Ex. Occup. ounPr OR FMTWrs s :� Ex. Occup. oasis ES,u. FA 5.00 Temporary Service 23.00 Mobile Home Facilities 1 20.00 PERMIT FEE _ MECHANICAL PERMIT Heating Coolina 23.00 Fee 1 20.0"0 0.50 Mobile Home Installation Fee = Energy Inspection fee = occ COtaT• TTS I TOTAL FEES N Z o. no WP PLOOa COf PARCEL PO IC SSuE 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 rp.n - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION j� 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ///3 jt_T NO. (Rev. 12/96) APPLICATION AND PERMIT /G�/' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT owNW5-52-0-016 DAVID AND DONNA MCDONAIM TELEPHONE 873-9690 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 118(719 ANDOVER DR, MAGAT-TA CONTRACTOR'S NAME TOM RANCHTO TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1 $ 690-79 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDItJf TNORTHLAKE DR, MAGALIA j��j Energy Plan Checking Fee $ a PERMIT FEE S IAT NO. SUBON6 pN5 FUIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each aas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Liirfies ❑ Installation ❑ Other EX Describe Work: IST RENEWAL/97-1649 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w @20.00 PERMIT FEE ! ELECTRICAL PERMIT Fling Fee 20.00 600V OR Main Service 2o0A OR LEESS SS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00 Wo CCU000A NEW CONST. OWEWNG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5¢FT. NON-RESD ;ULTFOIRCUrTS T @7,50 POWER APPARATUS a SINGLE OImET CIR. Ex. Occup. OUTLET OR FIXTURES :0050 SAL @' 50 APPI Ex. Occu . ounEDT5 ,=J EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 640.75 fl! FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 12/17/99 ale Receipt No, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT A- RESIDENTI i' +065-520-016 PERMIT#97-1723 McDONALD i PERMIT 1 15309 Northlake Rd. ,_Magalia :- 'Cont: Tom Banchio 4 PERMIT E New Pumpphous Ie OWNER CONTR. "ASSESSOR PARCEL LOCATION r r OFFfC fnl 3 z Address r 6-3 u GAS Meter By Date ELECTRIC Dat Meter By e r Temp. Power Pole I f Celled PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 4 Celled PG&E JOB FINALED (Da. , Signature V=OK - O = Not OK Not Not ReadyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water, Location-Test•Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / MfL / /Nat or/ M fL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card 0-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test DemarKVahe•Connectw 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card 0-1 Date Card B-1 Date Card B-1 Date Card B-1 SCELLANEOUS Date D. POA AR GES dans OK except #'s RequiremeriE&•.Setbacks-Easerrrents ' ingS; Soils-Size•DepthSpadng-ConnectorsSteel 3, Decks; Girders and/or Joitts-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg. ft: -Bracing 5. Alum. Awn.; Columns-Connections•Splice-Decal-Enclosures 6. C ; Windows -Doors Sils-AnchorsStuds-Rftrs-Trusses V Siding; Nailing -Veneer -Stucco, -Mesh id., Roof, Shthg-Roofing 11. fr5ct; StnpsDoom-Landings Braced Wall, Panels Date Card B-1 )-- .. Date Card B-1 Date fCard 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.;-Receptaces and Lighting, DistanceGfl S. Elec.: Pool Lighting; 15 Volts -GF! 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Elec.; Bonding; Metal w/S-Circutadng Equip. -Heater. 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboerds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Nater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date 'Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date NDERFWOR (Plans) OK except #'s 1 ingSetbacks-Easments-F lope 2.tg., Main; Soils-Elec. G -/ KP F4. Depth 3. Fig. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth RESIDENTIAL (Single & Duplex) 4. EM. Porches & Decks; SoilsSteel-/ P Ftg. Depth S IIs, Main; Steel-Blockouts-Wrapped 20 temwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test Anchors-RegulatorSeNce Test 12. Electric Underground 13. Plenums & Ducts; Clearance-MaterialSuppon-Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date z �y .j2 Card B-1 Lg Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop4ns. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish U. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - 1 7 County Center Drive - Oroville'•. Calii+ornia 95965 - Telephone (Rev. 12/96) APPLICITION AND PERMIT BUILDING DIVISION (916) 538-7541 PERMITNO. �%- 1-7 �_ ASSESSOR PARCEL NUMBER 065-520-016 ZONING TM 5 BUILDINGPERMIT OWNER MC DONALD TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 13805 ANDOVER DR MAGALIA 95954 p 28O U 5 040.00 CONTRACTOR'S NAME TOM BANCHIO TELEPHONE 873-5011 CONTRACTORS MAILING ADDRESS PO BOX 1486 MAGALIA 95954 CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS ' Fireplace Total Valuation Is ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.65 BUILDING ADDRESS 15309 NORTHLAKE RD Energy Plan Checking Fee $ MAGALIA $ PERMIT FEE $ 153.65 L.OTNO. I SUBDNISIONS NAME P7_ MAP (V� _ PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PUMPHOUSE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _Jrl G' X70' 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000V OR LESS 'a =.A OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inHI force and effect. License Class U3 LIC. No. t OWNER -BUILDER I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR A_0 ( 8 ACc. BLDS. SO 3.5dFT: 9.80 NEW CONST. MULTI -OUTLET NON•RESID. C cl cu @7.50 POWER APPARATUS 8 SINGLE OUTLET CSR. Ex. Occup.OUTLEOR FIXTURES 20 Q 1.00 BAL p .50 Ex. Occup.OUTEiETS REESSIO.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 29.80 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Gp I certify that in the performance of the work for which this permit is issued, I shall zl not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers'coo Qensation provisions of section 3700 of the Labor Code, I shall fo �i+�vlf�co with those rovisions. ' 4i _ a _ Date Signatu of Applicant - ❑Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONSL TYPE TOTAL F E $ 183.45 HAZ. -.-- D. FEES IMP FL c0F PARCEL PD HD u 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-.-- Q ¢ By Dat V PERMIT EXPIRES ON / 6 ale Receipt No. 224256 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .�.. .->v Y:,,_.... �t.� ti -• 'e•�. •�:4.Ii;i.,.'TFu :,. ,,,`y. " COUNTY OF BUTTE DEPARTMENT OFPW, LOPMENT SERVICES -BUILDING DIVI_9N 7 COUNTY CENTER DRIVE - OROVIek1?;`GAIFORNIA 95965 - TELEPHONE (916)538-7541 PERMIT APPLICATION DATA SHEET OWNER: L' / O Q I ASSESSOR PARCEL NUMBER: Proposed Building Use: $ Building Inspector: _ Date: At time of permit application, I was dilvised the following data must be submitted prior to permit proce sing kink/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------- -------------------------------- 03. ------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------- ------------------------------ ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must�be shown on plans. -------- . Engineered truss details and layout in duplicate (required prior to plan review No faxes! ------------------ 6,/q 06. Energya. Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------7 El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructionsincluding Tie Down Specifications .------------------ ❑ 10. Fees of $ 1111. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 1 . California Department of Forestry plan approval/fees.--------------------------------------------------------- « Koelevation certificate.-------tation andplotpan approvalof Chico plumbing pernrit.--------------------------------------------------=.------------------------------- O 16 "Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval foa (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ;; -------------------------- ❑20. Pre -inspection for required Request to Building -Inspector on, (Date) ❑21\C, ontractor's license information. (Number, Name Style, Classification).--------------------------L------ 022.'Workers' Compensation carrier and policy number. ---------------------------------------------------- ----- { ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------=---------------------- -v 91. 1 f,• x ❑24. Letter of signature authorization.------------------------------------------------------------------------------I y '� ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------------- I E126. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue thegmi�,�� cis as follows ❑ Mail to owner, XTelephonevv�j +�v!� // and hold for pickup at Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depar Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ it to contr. tor. erp:geliver with in ector. t: ;an ❑ Air Pc4lution Date:_ By: 6.0 Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data . ❑ pho , ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: _s Date: S7�P� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. n� e&ud* q - ✓Jutte OROVILLE, CALIFORNIA GENERAL CLAIM - CLAIMANT: David & Donna McDonald ADDRESS: 3433 Monterey St. CITY & STATE: San Mateo, CA 94403 IMPORTANT: March 26, 1992 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. Permit #3928-91B,P,E,M, AP#58-47-16, Receipt #103067 & 103068, dated 11/6/91. i Total Permit Fees Paid Receipt #103067 ------------------- $2032.50 I Retain Plan Checking Fee------------- $468.50 iRetain Energy Plan Checking Fee----------------- 20.00 Retain Building Permit Filing Fee--------------- 15.00 e ain Plumbing Permit i ing kee--------------- 15.00 Retain Electrical Permit Filing Fee------------- 15.00 etain Mechanical PET—mit--Fiiing Eee------------- 15.00 Total Permit Fees Retained------------------------------- 548.50 101AL REFUND DUE ----------------------------------------- Total Sheriff's Fees -Paid -Receipt -#103068_________________$360.00 TOTAL REFUND DUE ------------------------------------------ $360.00 i . TOTAL $1844 ; 00 I, the undersigned. Seclare under penalty of perjury that the services or articles claimed have bee erformed or delivered, and that this claim is true and correct as stated. Dated this J..� ..........day of 10WCS/ 19F...at..i/.�Y.I.KL�, Calif. .... .V/140.v�'� ............ Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have en performed or de- livered and that there is a Budget Appropriation U or Specific Board Approval J (Check one) for th)am 92 OrovilleDated this 26th .................. day of ...March....:, 19at ........................... cal1f................................. rt ent Head or Authorized Dep ty Dept. 44U—UU2 Exp,Const. rmits Code ....... . ... .................... Code ............... 1 ....................PAYABLE FROM ..... ........... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. I 1011-540L�- rl I �/o n 0- kc- cls i �l d1D bc a /,o Y U1d�S �t OWNER'S NAME : / ) , C �n h al RECEIVED PERMIT NUMBER: 39 Z 9 ' Q A: P. #: ",579 7 _ 16 DATE 2 XRESIDENTIAL n NON RESIDENTIAL 'RECEIVED BY TIME --------------------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE ex FROM DATA SHEET REQUESTED BY PLAN CHECKER 17 OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE E] YES E NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address Mail to contractor Call Name and Address) and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $20.00 $40.00 x/ Additional Fees Not Required David and Donna McDonald 3433 Monterey St. San Mateo, CA 94403 March 9, 1992 Certified Mail County of Butte Department of Public Works 7 Country Center Drive Oroville, CA 95965 re: Parcel #058-047-016 Permit #911379E Location: 15309 North Lake Road, Magalia, CA To Whom It May Concern: The referenced project is being canceled and we request the permit portion of the fees paid be returned to our attention. The check should be mailed to: David D. & Donna K. McDonald 3433 Monterey St. San Mateo, CA 94403 If you have any questions please contact us directly on 415-573-7023. Sincerely, i Date Is, f, David D. McDonald �y �T�ituJc l Dy1w/Date _l /l Donna K. McDonald Telephone (41 S) 573-7023 I,f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cali'fornla 95965 - Telephone: 916/538.7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 058-47-016 ZONING TM 5 BUILDING PERMIT OWNER DAVID & DONNA McDONALD TELEPHONE 873-2620 [;SQE.FT.00C. BUILDING VALUATION OWNER'S MAILING ADDRESS 3433 MONTEREY STREET SAN MATEO 94403 R 265 353 1482 M 26,676 CONTRACTOR'S NAME -�� vn+i� TELEPHONE 877-4215 34 COV 442 CONTRACTOR'S MAILING ADDRESS Fireplace 31101' 4,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 296,971 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 937.00 ARCHITECT OR ENGINEER JOHN C. ANDERSON LICENSE NO. Plan Checking Fee $ 468.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS15309 NORTHLAKE ROAD MAGALIA Permit fee $ 1440.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 24 5.00 120.00 Solar or heat pump water heater 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 102-78 Water piping 1 7.00 7.00 Each pas water heater or vent 2 7-001 14.00 USE OF STRUCTURE SF U Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5-001 5.00 Building sewer 15.00 15.00 Mobile Home S I G I W I @ 15.00 TYPE OF WORK New] Addition❑ Remodel❑ Utilities[] Installation❑ Other ❑ Describe work: 3 BDRM Permit Fee $ 176.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 hESE CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. ( DWELLING OCCUPM OR ADONS. ACC. BLDGS. / 3.6asq.ft. 7 NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 20 @ 761 FIXED APLNS. EX. Occup. OUTLETS (PRESIO )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g -15.00 Permit Fee $ 986 n- WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating HYDRONIC HEATING 11.00 Cooling 16.50 Hood 6.50 6.50 Ventilation 9 4.50 40.50 permit Fee $ 89.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id County in consequ cGe q�anting of this permit X - !1/ Date �l G Signature of Applicant - Own e Contractor ❑ Agent An OSHA ion of structures toverr required ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Ener y Inspection Fee $ 40.00 CDN T TYF& TOTAL EE 2032.50 V1 HAz DFEES IMP I LO CDF I PARCE7 HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 101Q67 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ^n ._ .T• -.� � ..� .. i- .s „fir R r,-. � l.. , � 3• OWNER COUNTY OF BUTTE - DEPARTME�VT,OF PUBLIC WORKS - BUILDING DIVISION e 7 COUNTY CENTER DRIVE - OROVILLE, (YAL'IFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. Proposed Building Use Date V& At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . .......... 2. Plot plans in duplicate/triplicate, signed by preparer of pl'ans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... j 7. Statement of Intent for Non -Heated and AC Buildings .. S1 8. Engineered truss details and layout in duplicate (required prior to plan check) !' - 9. 'Aobilehome installation data including manufacturer's installation instructions....................................................... --f: 10. Fees of $ 11. Chico Urban Area fees paid ............................ .......... —� �12. Park fees paid ...•••••,••.. 13•�� hool District fees paid . X4. Sanitation approval from Pt9/2i�° Health Department ' 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW _Cel9. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. C.0'Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) . 4. Recorded copy of Agricultural Acknowledgment Statement ......... 1 11619,:;7 -- Letter of siature au hor•zation .......... . 27. en you ' sue the permit process as follows: Mai w�er. Mail to contractor. Telephone ��36z� and hold for pickup at �✓ 'office. Deliver w/inspector. n+L,-, Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date t Copy of plans sent Health Dept. Fire Dept. Other ,,Date, i""- By t The following data must be submitted pri 1. Index permit for above items No. 2. Additional items required: mit,,tssuance: (Circle Contract signer, owner, was advised of above required data by vphone—"ail counter by,::,� ..date evM,actor, stg r, owner, was advised of above required data by_phone_mail_cpunter by date Plans checked by Date . Plans approved by a Sets of plans,n hold in L""File cabinet _ AP folder , Copy -DPW above) . Date 13 9 9� TO Buildinv Department oo,-� FROM: Environmental Health SUBJECT: Sanitation Clearance L AP# Location Owner Man Approved for: Hold final for: Sewaqe Disposal v Water Supply ^incl clearance O.R. for: Clearance for bedroom m� home. Other NOTE * * * Water Supply Water Supply C5 XY `i Date Sanitarian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER �� A. P. NO. j�� _s Ci 7_0�� PROPOSED BUILDING USE DATE / /9 REC. # DATE REC l • School Distri -rFees T • U (paid at District Office) .,.,.. 1/ Z. Sheriff Fees (paid at Building Department) Residential .........._/X 360 unit amt. Commercial(per sq.ft.) X sq.ft. 3. Urban Area Fees (paid at Building Department amt. Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other /03o6by�� 9/ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. / / r APPLICANT G �� 4 DATE �O iiy,.;,�,,,,,.,�,..,.,.-��1N""-K•�+.v-'e-^;+,-��s.�.syc�3+f'�'°y,�+��'i(i"•1$�"�.r^'r�+'riMd'�'a'r5-'�1�`�t.'^.+-v�^—�.,,.'s�^"i'sY'�iivl`�sv""ti� 'r�:,.r,�-r .y;�ir':r.. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A'. P . �Number_5 - — e2 q/" ? / Auilding Department No. School District �a City D County fI J.uiiSdiction -Property Owner',�/,/t7� Project Location/Address15WO7 /1/0 7-H Z,4k-I4 X.4:) 1446-4 L-1 Subdivision Lot.Number' f Residential Development: �. Sq. Footage . sZ 0 # of Living MHI Addition AGroup R). Units. Commercial/Industrial: a New Sq. Footage Addition (Including Exterior Roofed Areas) Date .(Floor'Plans reviewed by School District Persophel), Distri Id No.. School District certifies that PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH white-ap,pa16ant, yellow -building department., pink -school district SCHOOL.FEE•.`(8/88) 11-52575 Keturn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 1. FOR RESIDENTIAL DEVELOPMUIT Section 26-8.1 of the Butte C Gode requires this acknowledgement Cer ecor QN- prior to issuance of a building �_t:. _. ' I 91-052575 I Res Fee 5.00 The property described herein is adjacent I Cash 5.00 to land or included within an area zoned; Recorded for agricultural purposes, and residents; official Records I of this property - may be subject to incon- County of 1 veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, and fertilizers; and from the pursuit' Recorder 1:57pm 23 -Dec -91 I XX 1 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. l� All that real :property.-., situate in the.County of Butte, State of California, described as follows: Parcel 2, of Parcel Maps recorded for Fred Sundquist, "Being a portion of the Southwest one-quarter of the Northwest one-quarter of Section Township 23 North, Range A,iEast M:.D .B?& M.11,� fil:edlfor,crecordL!on-_, February 12, 1986 in Book 162 of Parcel Maps at page 78 of Official Records Butte County California. Date: OPET OWNERS: 01 A / State of ) On this the 1 *3U day of %10 , 19 911 , before me, the ,,,,nn ) SS. undersigned Notary Public, personally appeared County of Sa4,4C iih�l �)onVkcu K tkL1ana 6L a � 10,v i A AC_ 1)t) n_a 6t Personally known to me. rV Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) �Q_ ti OFFICIAL SEAL subscribed to the within instrument and acknowledged that LINDA WARD,. NOTARVPUBLIc•CALIFORNIA executed the same for the purposes therein contained. IN WITNES O SANTA CLARA COUNTY 'FOFN� ^ My Comm Expires July 31. 1992 WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public END OF DOCUMENT +Uw- LhUFU 2X4 FIR -LARCH fJ BOT CHORD 2X4 FIA -LARCH #1 MEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH RFOUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT Ud41LESS DTHERNISE INDICATED_ SEE DRNGS..130 S 160/16OA-F FOR TYP, PLATE LOCATION DETAILS, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 2e- O.C. NOPE: 2X4 i3 HEM—FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING P 72'! MAX. D.C. REDUIRED. 2 NAILS- BRACING IS NOT IIEOUIRED IF ATTACH RI DMITH CEILING IS ATTACHED DIRECTLY TO 80170M CHORD, OWING MATERIAL i.TO BE SUPPLIED AND ATTACKED AT BOTH ENDS TO A SUITABLE SWPORT BY ERECTION CONTRACTOR, �A) - 5rMP56AJ u TC 2-4 3X6 I .5X4 j 2.5X4 R-11480 M- 3 50- 5X4 2.5X4 TC X—LOC L—RM..... • • •"' ''~` 0:x'3 5.27 9. I6 13.09 17,00.20.41 ?4.82 26.73 33-71 BC X—LOC L—R: 0.29 6.57 11.79 17.00 22.2! 27.43 33.71 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT, (-A) RA BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POIN7S ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (11I7NIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT 70 A PANEL POINT SDLICE. CONNECTOR PLATES DESI6NEO FOR GREEN LUMBER PER NDS TABLE 8.16. 2.5X4 17-0-0 17-0-0 17-0-0 1 17-0-0 —0 OVER 2 SUPPORT FLT. TYP,-ALPINE SEDN--183960 FUANISH A COPY OF THIS DESIGN TO ERECTUS 0 o a o a o M X I NPORT ANT * * .p•a `� "�"'m M1� • ...wa � anmm crw A -TRUSS 1pmt sa11 on ARMINGa.r•��orr Haar um1 aezis�rs as as+nnam s ins �a a■ An raam ro @me vw ms a mm a-C7ri.a� rn-�t: ,a m moo name "rraRlnwrar+osew a+ �nnms-.1n).sEs+�.i r.i►gM.ra. ao c"M sawnaoi�"tadsbrot �alsoaMl OB[1Y vtwa- graraftalt,nc aana�ns aF � •us WAM .. rota � r1a O"f'�` aaasoCs�i so tww taws •t up .mr� w as aw WITN rvF+cr •n•om w- wm smsscoUCW a"a'r algins iom Mo rates oeodalat eew. rx1r� osro arao anus a SNWJ a s@P :aO/a6 fs�w 1a7M M[]im.f Oi ar •a P6Cp1tD or aEOR. ao Via TiOf C= f_7 O O o o •� Yr tt1� iC1). Q1R Qts rp( N"oom �.rr1 seam qA! L4m3mv. 1m 7A<Mi81.�. 3X10 (Ai) R-10361 N- 3.50. CONTRACTOR REV 15.5.7 SCALE = 0,1675 DESIGN CRIT: UBC FG 8427--0240( TC LL 16.0 PSFE 10/10/91 I C DL 10 . 0 PSF GAusn427 91283001 CA BC OL (U) 5.0 pSFEOUR.FAC. 1'25 PSFCH . 34 0-02SPACING 24.0' [nMAt-- c7 D C (A 11 N V ID N m co 0 O ;, ;. _ i 166t b 030 idIC Micnin9 sna d®min®a 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 (Seca 1711 & 3306(j). a. Brick or stone veneer (Chapter 30). -4! xterior plaster - weep screeds (Sec. 4706). LY. Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). 7 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. 0� Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). it Underfloor access and ventilation (Sec. 2516). d -3'. --Combustion air for fuel burning appliances - L.P.G. requirements. ise requirements on duplexes. 15. ergy design. . Flashing at all exterior openings. �. OF responsible area requirements. RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX_& MISC. ONLY) Bldg. Permit OWNER 7221/ A. P. # 5;r- Plan ;rPlan Checker_ 4S GENERAL V.NEZoning requirements: (sideyards and number of permitted living units). 2elproper .Valuation. fans signed by designer. description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN omplete parcel size and dimensions. etbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). AU & FAS road setback. 1 Building or utilities across lot lines (Record form). FLOOR PLAN /Complete to scale plan with dimensions. // Required windows for light and ventilation (Sec. 1205). jRequired windows for second exit (Sec. 1204). i Skylights (Chapter 34.& Sec. 5207). Human impact glass (Sec. 5406). jRequired room sizes, ceiling heights (Sec. 1207). .5 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 or gas equipment. 7. Garage firewall, door size, and closer (Sec. 503(d)(3)). "0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). r -Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS i Standard bracing or engineered design (Thble 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. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct 8. Roof construction details complete enough to construct building. _--9- Fireplace construction details and talcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. -43-.-1dobe soils - special foundation design. 14. Retaining wails requiring design. 15. Special Inspection required. building CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 Project Address........ 15309 NORTH LAKE ******* ''// PARADISE *v4.50* /o T Documentation Author... Robert A. Mangrum ******* Bu;Ulding Pe it # Paradise Mechanical c --71-S //-5 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 4325 sf Single Family Detached New Front Facing 90 deg (E) 1 2 Raised Floor 12 % of floor area 0.36 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT WALL, LEFT WALL None Window Front (E) 8.0 0.360 BACK WALL, RIGHT WALL None Window Front (E) 7.5 0.360 GARAGE WALL Roof Wood R-11.8 R-27 R-38.8 0.025'ROOF 2 Door Wood R-2 R-n/a R-2 0.330 GARAGE DOOR Floor Wood R-19 R-0 R-19 0.037 FLOOR Orientation FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description Window Front (E) 28.0 0.360 2 None Window Front (E) 10.5 0.360 2 None Window Front (E) 8.0 0.360 2 None Window Front (E) 8.0 0.360 2 None Window Front (E) 7.5 0.360 2 None Window Front (E) 7.5 0.360 2 None Window Front (E) 30.0 0.360 2 None Window Front (E) 20.0 0.360 2 None Window Front (E) 20.0 0.360 2 None Door Front (E) 18.0 0.330 2 None Window Front (E) 2.5 0.360 2 None Window Front (E) 60.0 0.360 2 None Window Left (S) 7.0 0.360 2 None Door Left (S) 18.0 0.330 2 None Over - Exterior hang/ Framing Shading Fins Type None None Wood None None Wood None Yes Wood None Yes Wood None Yes Wood No,.ne Yes Wood None Yes Wood None Yes Wood None Yes Wood None Yes Wood None Yes Wood None Yes Wood None 4s 4Lood ��Wvl . �ood CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... McDONALD RESIDENCE Date___ nA/,?a/o7 --------- - MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 FENESTRATION # of Interior Over - Orientation Area (sf) U- Value Pan- Shading/ es Description Exterior Shading hang/ Framing Fins Type Window Window Left Left (S) (S) 30.0 0.360 2 None None None Wood Window Left (S) 9.0 3.5 0.360 0.360 2 2 None None None None None Wood Door Left (S) 18.0 0.330 2 None None None None Wood Wood Window Left (S) 30.0 0.360 2 None None Yes Wood Window Window Left Back (S) (W) 20.0 0.360 2 None None Yes Wood Window Back (W) 5.3 30.0 0.360 0.360 2 2 None None None. None Yes Wood Window Back (W) 8.0 0.360 2 None None Yes Yes Wood Wood Window Window Back Back (W) (W) 8.0 0.360 2 None None Yes Wood Window Back (W) 6.3 20.0 0.360 0.360 2 2 None None None None Yes Wood Window Back (W) 2.5 0.360 2 None None Yes Yes Wood Wood Window Window Back Right (W) (N) 6.0 8.0 0.360 0.360 2 2 None None Yes Wood Door Right (N) 20.0 0.330 2 None None None None Yes Yes Wood Wood Window Window Right Right (N) (N) 30.0 18.0 0.360 0.360 2 None None Yes Wood 2' None None Yes Wood 7. V HVAC SYSTEMS Minimum Equipment Type Efficiency Duct Duct Thermostat Location R -value Type Hydronic 0.939 AFUE Crawlspace R-4.2 Setback ACSplit 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type in Distribution Type System Energy Factor Size Insulation (gal) R -value Storage Gas PipeInsulation 1 0.89 EF 50 R-12 SPECIAL FEATURES/REMARKS This building incorporates a Combined Hydronic Space and Water Heating System. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.....:.... McDONALD RESIDENCE Date........ 09/24/97 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of 'the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Title... Agency.. Phone... Signed.. (date) DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DONNA Mc DONALD Name.... Robert A. Mangrum Company. OWNER/BUILDER Company. Paradise Mechanical Address. 15309 NORTH LAKE Address. 5655 Almond Street PARADISE, CA Paradise, CA 95969 Phone... 873-2626 Phone... 916-877-8882 License. Signed.. igned .. (date �j% (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... McDONALD RESIDENCE Date ........ 09/24/37 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Company. Address. Phone... License. Signed. Name.... Title... Agency.. DESIGNER or OWNER DONNA Mc DONALD OWNER/BUILDER 15309 NORTH LAKE PARADISE, CA 873-2626 ENFORCEMENT AGENCY DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 916-877-8882 Signed. •- - (date) Phone... Signed. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 Project Address.... 15309 NORTH LAKE ******* PARADISE *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp. Inc_ MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; Design- Enforce- er ment — V minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZllS92 Program -FORM MF-iR User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC._ 150(1): Setback thermostat on all applicable heating systems._ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest.to water heater tank,.non- recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving.conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. V IV Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 Project Address. 15309 NORTH LAKE ******* PARADISE *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method....... MICROPAS4 v4.50 for 1995 Standards by Enercomn. Inc_ MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM C -2R' User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 12.19 7.35 4.84 Space Cooling.......... 10.75 6.80 3.95 Water Heating.......... 6.04 3.21 2.83 Total 28.98 17.36 11.62 **.* Building complies with Computer Performance *** GENERAL INFORMATION - Conditioned'Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area........... Slab -On -Grade Area....... . Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 4325 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear Raised Floor 1 39077 cf 2451 sf 2451 sf 0 sf 12 0 of floor area 0.36 Btu/hr-sf-F 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... McDONALD RESIDENCE Date ........ n(9)/94/x77 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZllS92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Zone Type (sf) (cf) Units HOUSE Residence 4325 39077 Area U_ Surface (sf) value HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Roof 10 Door 11 Floor Surface HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Door 11 Window 12 Window 13 Window 14 Door 15 Window 16 Window 17 Window 18 Door 19 Window 20 Window Cond- Thermostat itioned Type 1.00 Yes Setback OPAQUE SURFACES Vent Special Height Vent Area (ft) (sf) 8.0 n/a Insul Act Solar Form 3 Location/ R-val Azm Tilt Gains Reference Comments 778 0.06517.8 90 90 Yes W.19.2X6.16 FRONT WALL 859 0.065 17.8 180 90 Yes W.19.2X6.16 LEFT WALL 893 0.065 17.8 270 90 Yes W.19.2X6.16 BACK WALL 19 0.065 17.8 225 90 Yes W.19.2X6.16 BACK WALL 19 0.065 17.8 315 90 Yes W.19.2X6.16 BACK WALL 699 0.065 17.8 0 90 Yes W.19.2X6.16 RIGHT WALL 174 0.065 17.8 0 90 No W.19.2X6.16 GARAGE WALL 32 0.065 17.8 270 90 No W.19.2X6.16 GARAGE WALL 2451 0.025 38.8 n/a 0 Yes R.38.2X4.24 ROOF 18 0.330 2 0 90 No None GARAGE DOOR 2451 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ (sf) es Type Type value Azm Tlt Only Shade Description 28.0 2 Wood Slider 0.360 90 90 0.88 0.78 None 10.5 2 Wood Slider 0.360 90 90 0.88 0.78 None 8.0 2 Wood Slider 0.360 90 90 0.88 0.78 None 8.0 2 Wood Slider 0.360 90 90 0.88 0.78 None 7.5 2 Wood Slider 0.360 90 90 0.88 0.78 None 7.5 2 Wood Slider 0.360 90 90 0.88 0.78 None 30.0 2 Wood Slider 0.360 90 90 0.88 0.78 None 20.0 2 Wood Slider 0.360 90 90 0.88 0.78 None 20..0 2 Wood Slider 0.360 90 90 0.88 0.78 None 18.0 2 Wood Hinged 0.330 90 90 0.88 0..78 None 2.5 2 Wood Slider 0.360 90 90 0..88 0.78 None 60,.04, 2 Wood Slider 0.360 90 90 0.88 0.78 None 7�*0---2,0 Wood Slider 0.360 180 90 0.88 0.78 None 18.0,`,;2 Wood Hinged 0.330 180 90 0.88 0.78 None 30.0 2 Wood Slider 0.360 180 90 0.88 0.78 None 9.0 2 "Wood Slider 0.360 180 90 0.88 0.78 None 3.5 2 Wood Slider 0:360 180 90 0.88 0.78 None 18.0 2 Wood Hanged 0.330 180 90 0.88 0.78 None 30.0 2 Wood Slj, pr 0.360 180 90 0.88 0.78 None .20.0 2 Wood Slicte?,r 0.360 180 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 21 Window 5.3 2 Wood Slider 0.360 270 90 0.88 0.78 None 22 Window 30.0 2 Wood Slider 0.360 270 90 0.88 0.78 None 23 Window 8.0 2 Wood Slider 0.360 270 90 0.88 0.78 None 24 Window 8.0 2 Wood Slider 0.360 270 90 0.88 0.78 None 25 Window 6.3 2 Wood Slider 0.360 270 90 0.88 0.78 None 26 Window 20.0 2 Wood Slider 0.360 270 90 0.880.78 None 27 Window 2.5 2 Wood Slider 0.360 270 90 0.88 0.78 None 28 Window 6.0 2 Wood Slider 0.360 270 90 0.88 0.78 None 29 Window 8.0 2 Wood Slider 0.360 0 90 0.88 0.78 None 30 Door 20.0 2 Wood Hinged 0.330 0 90 0.88 0.78 None 31 Window 30.0 2 Wood Slider 0.360 0 90 0.88 0.78 None 32 Window 18.0 2 Wood Slider 0.360 0 90 0.88 0.78 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 8.0 2.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 8.0 2.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.5 3.0 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 7.5 3.0 2.5 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 5.0 6.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20.0 5.0 4.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 20.0 5.0 4.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 18.0 6.6 2.5 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 2.5 1.0 2.5 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 60.0 5.0 12.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 7.0 7.0 1.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 18.0 6.6 2.6 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 30.0 5.0 6.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 5.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 5.3 1.5 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 30.0 5.0 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 8.0 4.0 2.0 13.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 8.0. 4.0 2.0 13.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 6.3 2.5 2.5 13.0 0.0 n/a n/a. n/a n/a n/a n/a n/a n/a 26 Window 20.0.15.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 28 Window Window 2..5=1.0, 6'.'.6', 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 8.0 4.0� 3 .0 2.0 2.0 0.0 10.0 0..0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30 Door 20.0 6.6" 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 30.0 5.0 6.0 6.0 0.0 n/a n/a n/a n/a n/a n/a p/a n/a 32 Window 18.0 8.0 3.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... McDONALD RESIDENCE Date........ 09/24/97 MICROPAS4 v4.50 File-1MCDONLD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-McDONALD TITLE 24 System Type HOUSE Hydronic ACSplit Tank Type 1 Storage System 1. Storage System 1 Storage Heater Type Gas HVAC SYSTEMS Minimum IDuct Efficiency Location 0.939 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS Duct Duct R -value Efficiency R-4.2 0.880 R-4.2 0.910 NumberTank in Energy Size Distribution Type System Factor (gal) PipeInsulation 1 0.89 50 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Efficiency Input Fraction R -value 1. 100000 Btuh n/a HYDRONIC PIPING AND SPACE HEATING R- n/a External Insulation R -value R-12 Pilot Light n/a Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) Combined Radiant n/a 10 0.5 0.75 0.023 SPECIAL FEATURES/REMARKS This building incorporates a Combined Hydronic Space and Water Heating System. NEW SF LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 97-1649 t4 -?OWNERS A.P. 4P 6 o l� NAME: MCDONALD, DAVID & DONNA NUMBER: 065(52)-26 PRINT LAST NAME FIRST COUNTY ZONING 1 / DESIGNATION: TM 5 y P FLOOD ZONE: FLOOD MAP: � SO APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEM PRIOR TO APPROVAL: 4, %_3.4 c PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: 7 LEGAL ACCESS PROVIDED: YES DEED REFERENCE: NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: WAS SS- ¢7'/6 3'�L-Z'9` T/2/�"/L/S. MAP INFORMATION: DATE OF RECORDING Z 2-Z96 LOT 2 BOOK /02. PAGE 76 COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERW/SENOTED. X1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 1 8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Plaw9bg Diio an- _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system• which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. --22.- 23.- -24.- -25.- -26.— Am 2.23.24.25.26. Ala 1N31 MMA3a aw 3.111`18 J0 A1N600 1666 It 9nd ®3AI303H LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR E.H. USE ONLY + Plot Plan Attache Floor Plan Attached�— !�_.., Sent to B.D. 9—'— 3 _ T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance lea yd it Doe n -a Md), -.,, (d IT309 &,414 e 12dl�R��iA (cis- T2D - o `L Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well `1 Clearance for . Other wel(I Lt-Vatse. ( 14,Y2_0 /1,0LA.h erl" Hold final for: Final clearance O.K. for: NOTE: �� 1--3. / C. N S Environmental Health Specialist 8/96 9-3-97 Date I 0 1 H 498.2/ I N t n • Z t ,W U O DRAWN CHECKED DATE SCALE 211 /00 O , JOB NO. SHEET M REVISIONS BY � I FLOUI--\ tl,y(JILUIINU I IINLb r I Of Sheets 24X34 PRINTED ON NO. 19061 CLEAMPRINT • I CHECKED JOB NO. SHEET Ivo. I OF SHEETS ,5 r -k;o FIGHT SIDS-scAc.E 114" 12" IG Butte County Environmental Health Environmental Health .8X8"-O.H. SEC. DR.... 3/0 AUG 2 8 1997 -------- Date 6 Chic'o, California.4 8" 3 Signature /'.CGNC.APR..ON" 4 U 4V JFOUNDATIO�J LVLANSCALE 11412`' lox," T rRONT d./ElW sc,acE PANEL I