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047-430-052
Yom„^.. - _ ..._.. y T .,..., _..—..;;.:R;�„�.,,�-.� - _ -. __ _. ... ,_ ,- -_. _ "c-•�- 1 } Big 047-430-O�x Sa, PERMIT#96-2779 ! DEADMOND, G.W. 16 Felicidad Ln.; Chu <: " �t New Single Family I 047-430= "P ERM T#97-0006 I )GREGOIRE ' Felicidad Ln., Chico/�3/g 7AM Cont: North State Electric &Pump . f Ele for Fire Protection System_ _ { 047-430-052 PERMIT#98-O803 1 f TORRISON, Roger 16 Felicidad Ln., Chico �II Cont: G.W. Deadmc•nd I' " I' 111 �y Add Piano Room/SF r q1i� i 607-0475 047-430-052 1 f MISCELLANEOUS Private Pool NEW PRI POOL MP07-0018 16 FELICIDAD LN R�EESE, DAN & JADE FAMILY T D1j� I rj rbDf mei+- ,alar �y BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 16 FELICIDAD LN Owner: permit No: B07-0475 APN: 047-430-052 REESE, DAN & JADE FAMILY Issued Date: 03/26/2007 By KCG Permit type: MISCELLANEOUS 16 FELICIDAD LN Subtype: Private Pool CHICO, CA 95973 Expiration Date: 03/25/2008 Description: NEW PRI POOL MP07-0018 (530) 894-6536 Occupancy: Zoning: SR -1 Contractor Applicant: Square Footage: POOL BUILDERS INC POOL BUILDERS INC Building Garage Remdl/Addn 3080 THORNTREE DRIVE 25 3080 THORNTREE DRIVE 25 CHICO, CA 95973 CHICO, CA 95973 (530)899-8988 (530)899-8988 Other Porch/Patio Total FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Master Plan Co $467.42 Total Charged: $543.12 Fees Paid: $543.12 Balance Due: $0.00 Receipt No: B2131 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License POOL BUILDERS INC 833994 / C53 / 10/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 ( ncing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) s full o and effect. A of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the KZ4.,Jd,& basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars A 03/26/2007 penalty [$500]; Please check one of the following: Co tractor's Signature Date ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Xaction ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and The Contractor's License Law dows not apply to an owner of the property who builds or improves policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: STATE FUND Policy Number:713-0012080 Exp. Date:03/01/2008 Contractors License Law.). (This section need not be competed if the permit is or one Fun red dollars ($100) or less.) ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 03/26/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date P .. X03/26/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign ture Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pannil does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. to enter the above mentioned property for inspection purposes. I hereby certify that I am the e o r r am autho 'zed to a n the prop y owners behalf. �ounty CONSTRUCTION LENDING AGENCY 03/26/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is 3 construction lending agency for ame of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner--- Contractor OR. Agent for Owner Agent for Contractor _ FILE COPY Lender's Address City State Zip `Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone. (530) 538-7171 Fax www.buttecouritv.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0475 Date: 03/12/2007 Location: 16 FELICIDAD LN By: AAM Parcel Number: 047-430-052 Sub Type: Private Pool Owner Name: REESE, DAN & JADE FAMILY T Phone: (530) 894-6536 Description: NEW PRI POOL MP07-0018 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. 6Signed: Date: 03/12/2007 Title: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530)538-7541 FAX #: (530) 538-2140 _9 FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name r 1` � i Nam Mailing Address t Ct GA City �� State'] .. l�� zip Phone 4 _ s Fax E-mail CONTRACTOR Name rS G_. Address30T0 �i e.e_ L --.>.F— �r City c, Stat! I zip Phone �.g, 8, Fax E-mail Lic. 319 C ssS.3 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City n (_ Address Zip9 S - q -u City Fax State 71p Phone I Type Const. Fax E-mail Map Book State License Number APPLICANT INFORMATION Name % 11 ©OL C%Ll(y Addre �O r r� e �r City n (_ t_Sjn'^ Zip9 S - q -u Phone �'� � ` � � Fax E-mail APPLICANT SIGNATURE X,_ For office use only: API C) _5 ZoningFlood Citt (f CC's Zone SRA SRA res No Occ. Date: I Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: A PERMIT NO. 0?-Dq7. BIN # PROJECT LOCATION API C) _5 Property dress b 9,6 - c6.,4 v � Citt (f CC's Cross Street SRA WORKER'S COMPENSATION Policy Number i13 °- oo(Zo(0a Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Date: LENDING AGENCY Name Address Description or Sc a of Work: r "r_4 "W_0 T®© C, Sq FT- Living Garage Open Cov ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP Date: Other Total RESIDENTIAL 'V 047-430-052 PERMIT#98-0803 PERMIT NO. TORRISON, Roger 16 Felicidad Ln., Chico PERMIT EXP Cont: G.W.- Deadmond OWNER Add Piano Room/SF CONTR. ASSESSOR PARCEL LOCATION CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK 0 = Not OK Not `=NotRepady MOBILE HOMES . Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements -t 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location-Test-Fall-C)"oncrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) ` 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap;./ /'L'ft. / /Nat. or/ / L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneerStu000-Mesh 10. Root; Shthg-Roofing Date Card 0-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Sine -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector a 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval S. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Eke.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtlq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal - 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements -t 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerStu000-Mesh 10. Root; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 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. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Eke.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtlq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s ZoningSetbacks-Easments-FloodSlope Z,oKg., Main; Soils-Elec. Gmd.-/ t' Ftg. Depth 3 Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftgq. Porches & Decks; SoilsSteel-/ P Ftg. Depth Date ,1FRAMING (Plans) OK except #'s S' s Proper Materials & Anchors Valls Studs -Nailing Spacing & Braces -Plates -Sound 42/Pearinq Walls over Girders & Floor Nailing tie Draft Stop in Walls (rat proof) . Fi tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing V(C' g. Joist-Rftr. Ties-Puriin-roff Brac.-Truss-Shting.-Rfng. ' eplace Ties or Type A Flue -Fireplace Throat clearance VlPfiq Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 54-"96rage Fire Protection Framing A!. roperty Line Firewall & Openings 83. Doors -One 3' -Check Garage 3rd Story, 2 Exits 51f Plywood on Roof Overhang -Attic Vents -Rafter Outriggers -S dinq-Nailinq Veneer 07. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access .,Glazing Area Glass Protection -Skylights -Plastic !f4 hear Walls; Nailing -Bolts 06. 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 xt Steps -Door & Sidelight Protection -Landings Ye Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- I Garage; Above Floor-Ducts-Mech. Protection edroom Exiting Qr"Fl. & Bath Fixtures & Tub Access -Spa fie Elec. Trim & Subpanel, Breaker Sizes & Labels eoG&-4Stairs & Rails --W. fireplace or Stove, Clearance -Hearth . Elec. Outlets at Wood Panel, Int. &Ext. _jb-Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance �3r Elec. Outlets & Recepticales at Kit. Counter -?$- Garage Fire Door; Swing -Landing -Closure - 4V,A.C. Duct in Garage -Damper ,.76- Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection _ZZ. M., Elec. & Mech. Equip. Listed for Location 4p -r- Receptacles in Garage (G.F.I.)-Romex Protection ior Insulation -Foam -Looked in Attic .L&6 Guard rails & Deck Construction -Post Caps --1r Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes .-8i-lowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Stucco Brown -Finish �4r A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings x-80, Water Well, Disconnect, Electrical, Plumbing -8T tenor Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House SIKG ss Protection Corrections from Previous Inspections -9t -Gas Test -Meters Tagged, Gas -Electric -9275Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Dat Card B-1 4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 5. Stemwalls, Main; Steel-Blockouts4Nrapped 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 1 Water Htr.; Vent -Access -Combustion Air Baffle 1 Water Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 2,1. 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 fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors V. ize B es & No. of Conductors Stapled gd Romex I stalled 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 Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,1FRAMING (Plans) OK except #'s S' s Proper Materials & Anchors Valls Studs -Nailing Spacing & Braces -Plates -Sound 42/Pearinq Walls over Girders & Floor Nailing tie Draft Stop in Walls (rat proof) . Fi tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing V(C' g. Joist-Rftr. Ties-Puriin-roff Brac.-Truss-Shting.-Rfng. ' eplace Ties or Type A Flue -Fireplace Throat clearance VlPfiq Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 54-"96rage Fire Protection Framing A!. roperty Line Firewall & Openings 83. Doors -One 3' -Check Garage 3rd Story, 2 Exits 51f Plywood on Roof Overhang -Attic Vents -Rafter Outriggers -S dinq-Nailinq Veneer 07. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access .,Glazing Area Glass Protection -Skylights -Plastic !f4 hear Walls; Nailing -Bolts 06. 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 xt Steps -Door & Sidelight Protection -Landings Ye Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- I Garage; Above Floor-Ducts-Mech. Protection edroom Exiting Qr"Fl. & Bath Fixtures & Tub Access -Spa fie Elec. Trim & Subpanel, Breaker Sizes & Labels eoG&-4Stairs & Rails --W. fireplace or Stove, Clearance -Hearth . Elec. Outlets at Wood Panel, Int. &Ext. _jb-Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance �3r Elec. Outlets & Recepticales at Kit. Counter -?$- Garage Fire Door; Swing -Landing -Closure - 4V,A.C. Duct in Garage -Damper ,.76- Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection _ZZ. M., Elec. & Mech. Equip. Listed for Location 4p -r- Receptacles in Garage (G.F.I.)-Romex Protection ior Insulation -Foam -Looked in Attic .L&6 Guard rails & Deck Construction -Post Caps --1r Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes .-8i-lowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Stucco Brown -Finish �4r A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings x-80, Water Well, Disconnect, Electrical, Plumbing -8T tenor Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House SIKG ss Protection Corrections from Previous Inspections -9t -Gas Test -Meters Tagged, Gas -Electric -9275Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Dat Card B-1 4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-430-052 ZONING BUILDING PERMIT OWNER RQCRR TELEPHONE SO. FT, OCC. BUILDING VALUATION 975 R 52,650-00 OWNER'S MAILING ADDRESS 16 PLE11CIDAD IN DUTCC) CONrRACTOR'S NAME TELEPHONE ' G.W. DEADMOND 345-9917 CONTRACTOR 4UIb.7 HIDDEN VALLEY RD. BUTTE VALLEY CA 95965 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation is c;9 Asn nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 976 95 BUILDING ADDRESS 16 FELICIDAD LANE Energy Plan Checking Fee $ 23.00 CHICO $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF & Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition M Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION TO S/' PIANO ROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �/ .. License Class %j Lic. No. ' V f �3 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 TO Main Service To 46.00 NEW CONST. DWELLOCCUCUP. EE OR ADDNS. ( a ACC. BLDS. SO 3.50 NEW MULCTI.OUTLET NON -R ES 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL p I.50 FIXED Ex. Occup. DORS D.PPLNS OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 54. 1 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 extend duct15.00 PERMIT FEE $ 35.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation ,ef`one hundred dollars ($100) or less.) LTJ' -AlCertify 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 co ply with thosg provisions. C X �= Date' ��—%4 Signature of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 882.37 NAZ. D. FES IMP I FLOOD I CDF PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Da to Receipt S' S .CAN SOD.SS.DPINK-INSPECT GOLDENROD -APPLICANT WHITE-D.40.•AS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATIONANDPERMIT - %K-0 VJ_3 ASSESSOR PARCEL NUMBER r ZONIN J BUILDING PERMIT owNE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS LUNG ADO SS /)/>so >� CONT TOR'S NAME Gc� TELEPHONE CO,,,CTTORS oS x 1, S CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ �. (p ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20!.`00 —Filing Permit Fee $ Iq ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ —2 74o . BUILDING ADDRE S `,a� /jj> 16 I �/ C. �Y4,r "/� Energy Plan Checking Fee $ $ Al, PERMIT FEE $ IAT NO., SUBDNBpNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition Remoodjell ❑ Utilities ❑ Installation ❑ Other ❑ Describe Wprk:���`�+�o /l� ' !Lin D mom " Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 mobile Home S G W @20.00 PERMIT FEE ! ELECTRICAL PERMIT Filing Fee 20.00 Main Service p'o�L OR mss 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 200A TO 1000A 46,00 NEW CONST. ( DWELLING Occup. OR ADDNS. \ a ACC. BLDS. 3 5¢ssTo: • dD ,N.ID�"µR°�,o MULTI OLmET @7,50 PETER APPARATUS 8 SWGLE OUTLET CIA. Ex. Occup.OUTLET OR FD(TUREs SAL 0 .50 Ex. Occup. ° S qLNS °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 5 L4i �— WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he 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'HAz. compensation laws of California, and agree that if I should become subject to the 17— workers' compensation provisions of section 3700 of the Labor Code, I shall f hw' omply with Be provisions. 120 X __ Date _ �4 5K --- — Signature of Applicant - ❑ Owner Contractor ❑ Agent Signature An OSHA permit is required for excavations over 5'0- deep and demolition or construction of structures over 3 stories in hoi ht. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ -j r ' Mobile Home Installation Fee $ nerner Energy Inspection Fee $ L QQ occ CONST. TYPETOTAL FEE $ D. FEES IMP I FLOOD I COF PARCEL I PO I HD ISSUE i 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 _ /o, Receipt No. 7q 3-3 11HITE-0 D S B 0 CANARY -ASSESSOR PIN INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: -�c-gyp ASSESSOR PARCEL NUMBER: 7— L -1J0 -OS a - Proposed Building Use:A5VO7pn +0 61F Building Inspector: Date: 4/ 3D 1 q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All ilems have been submitted -------------------------------------------------------------------------------------- El,,2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- X�E Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- nergy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form. ?anufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $---tr�---_------------------------------------------------------------------------ Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 1 ;alifornia Department of Forestry plan approval/fees- --------------------------------------------------------- Flood elevation certificate.---------------------------------------------------------------------------------------- 4W4. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy).----------ti--------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------- 7-- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------- ❑24. Letter of signature authorization. ----------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑ 28. Existing violations and/or expired permits. ------------------------------------------------------ ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue the nut rrocess as follows ❑ Mail to owner, a❑)l o con aiactor. kelephone 3.� er— ` and hold for pickup at 1 office. 11 Deliver with inspector. � Applicant:.-144Date: y Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: AeO ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by MAone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Conti -tor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, 13 mail, 13i Building v' ion counter, by te: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E. LI. USE ONLY Plot Plan Attached r_ � Floor Plan Atta d Sent to B.D. / "(Ja I Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist ater Supply: Public Private Well V-3 � Date All COUNTY, OF BUTTE' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER OR,R.J50n A.P. # "f F ' �I DJ PROPOSED BUILDING USE ?W1 h9P? " p S/('- DATE -T /30 Iq �? ' . 1. BUILDING PERMIT FEES _x -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... -- Revised Plan Checking Fee ....... 2. SCHOOL DISTRICT FEES $ $ (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 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 - =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER REC # DATE REC 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 /,�G� DATE Original -Owner Copy -Building Div. (Rev. 12/96) C�• -a�,u�.,.sn•••.� rr�.,�.�+,,-•l �1'tee:'�'l's>^Ci'`eTtEfy„ceh,�►t"W�u••L';j,n,'�r+, ” t +n._yrsyii.,- 3.�ra R,jvtx ^+a�c� ,' � « �Mti":""�,�.'rT.`Y^"+�c��r3.-+•�l( *v:r•�n r,:r•:. ,,:�rt•�• .,, -.. ,-. � o i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .(One form per Building) C School District..�/ Q Building Department No. A.P. Number 47-43Jurisdiction: Q City County Property Owner �Oe� Property Location/Address Subdivision. Lot No. Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition (rioor vians reviewea oy scnooi uistnct versonnep Sq. Footage q-75 (Group R) Sq. Footage (Including Exterior Roofed Areas) Dafe District Identification No.: School District certifies that (Applicant) y065' c (Street Address) (City) has complied with the requirements of Resolution No representing %jg' square feet. School District Representative Paid by Check # Remarks: (State) (Phone (Zip Code) by payment of $ % qx� IFBi2926 S ULL MITIGATION $ �A� z Date 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 66020(a), 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.xls (2/97)dmm t RESIDENTIAL 047-430-009p.t PERMIT#96-2779 DEADMOND, G.W. ' 16 Felicidad Ln., Chico New Single Family 4 i • ~ J a • r � Y OFFICE COPY Address GAS Meter By Datey5�9? i ELECTRIC Meter By Date fl OFFICE COPY i Address GAS Meter By ELECTRIC Date_ iMeter By Dat /-c► t • JOB FINALED— Signatura L V=OK 0 = Not OK Not •=Not Ready 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-TesNMrap; / /"LYt / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test DemandVaKe-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 i '1 1 � MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. 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/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date Jl IDERFLOOR (Plans) OK except #'s wetbacks-Easments-Flood-Slope Ftg.,M 'Fr,'Soils-Elec. Gmd.-/ /' Ftg. Depth g. Garage; Soils-Steel-Elec. Gm (J�Elg: Depth If 4. F . orches & Decks; Soils -Steel -/t /' Ftg. Depth 5. Stem alls, Main; Steel-Blockouts-Wrapped tem alls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 8. Pie - ireplace Ftg.-Steel [-� .WV.; 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. Pienums & 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 E-1 Date_PLUMBING (Permit) OK except #'s Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; -Test, First Floor -Tub Access 21. Tes & Shower, Second Floor -Tub Access . Gas Pipe; Sixe & Anchors Z-7 ry I 0A,_ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fi re & Transformer Clearance -Ins. Protection . Elec. Receptacles Spacing -Lights & Switches at Doors 21, -<zepoxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. clu�Ground made up w/Mech Fastners-Bond Gas & Water 2 Appjiance Circuts in Kitchen & Conductor Size GFI ubfee -Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al anue Circ. / - ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 3 ervice-Riser Conductors & Ground -Main Disconect Equip. Clearances Panels-Motors-Mech. Epuip. lot es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3 . ent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Z-Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Ac ss 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 . WpAs Studs -Nailing Spacing & Braces -Plates -Sound Be ing Walls over Girders & Floor Nailing Stop in Walls (rat proof) Af e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date _,,FRAMING (Continued) Ha ers-Post Caps -Anchors -Connectors Cling. Joist-Rfr.. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. Firepl e Ties or Type A Flue -Fireplace Throat clearance G8!iCttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing ,§Z_RFoperty Line Firewall & Openings .Poors-One 3 -Check Garage 3rd Story, 2 Exits ,vi!Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers i .i ailing Veneer tucqgMeph-Drip Screed -Fd. Vents-Underflr. Access a ' Area -Glass Protection -Skylights -Plastic qjy h ails; Nailing -Bolts . Brace 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 Steps -Door & Sidelight Protection -Landings Smq�eDetector 15.-I�Grnace; Vents -Clearance -Comb, Air-Conector- In rage; Above Floor-Ducts-Mech. Protection �??B om Exiting & Bath Fixtures & Tub Access -Spa 50c: Trim & Subpanel, Breaker Sizes & Labels Stu' s & Rails I6!Fireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. Ki xt. & Appliance; Ground. -Air Gap -Cooking Clearance _;,3-EIe_o1OutIets & Rece ticales at Kit. Counter 7 Garaee*Fire Door: Swina-Landina-Closure e�i6. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. I arage; Above Floor-Mech. Protection P Elec. & Mech. Equip. Listed for Location EjecReceptacles in Garage G.F.I. -Romex Protection . Insulation -Foam -Looked in Attic Guard rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth C rance Looked under Floor 0 Yes wing InstId./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No §Jucco Brown -Finish . Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings s r Well, Disconnect, Electrical, Plumbing �&r Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House ss Protection Corrections from Previous Insp ns Gas Test -Meters Tagged, Ga I ter & Sewer Connected -C/O to Grade -HD Approval ,95' Energy Compliance Certificate -Other Certificates DateR_% "�Z l Card q.� Date Card B-1 DA� Card B Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PiMuNo. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-430-009 ZONING SR1 BUILDING PERM OWNER G.W. DEADMOND TELEPHONE 43-9917 SQ. FT. OCC. BUILDING VALUATION 122,742 OWNER'S MAILING ADDRESS z,. n69 14TT)F.FN VALLEY RD, BUTTE VALLEY 95965 900 U 16,200 CONTRACTOR'S NAME OWNER TELEPHONE 278 C 3,614 130 U 2,340 CONTRACTORS MAILING ADDRESS Fireplace "A" 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation Is 146,396 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 804.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 522.60 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS LANE PERMITFEE $ 1369.60 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 14 7.00 98.00 LOT NO. 1 SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF CR Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: 3 BDRM SF - Mobile Home I S I GI W 1 920.00 PERMITFEE S 178.00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service ( E00V OR LESS ) 200A OR LESS 23.00 23 . 0 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. lL I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR 8 OR ADDNS. ( ACC. BUDS. ) so' 3.5Q FT. 115.6C NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FD(TURES) BAL @ 1.00 .50 Ex. Occup. FIXED OUTLETS D.OR 5.00 Temporary Service 123.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier .and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling 15.0 d Hoo6.50 6.5 Ventilation 4.0 PERMITFEE $ 60.5 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 co with those pr visions. X Ale Date _17- -yX-Jj�_ Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46 .0 occ CONST. TYPE TOTAL FEE 1835.70 HAZ. I D. ES IMP FLID C p EL HD SU PIEL 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. 1 l z gsy By Da PERMITEXPIRESON 2 I (Date) Receipt No. 206942 593.75// 209693-1241.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V4. -7 S - COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ,- 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�/,,3. PERMIT NO. APPLICATION AND PERMIT - -���9 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT ,X&,7 ` -�o0 5p,-1 11 OWNER,. n _ 2TfliAbiG/-If SO. FT. I OCC. I BUILDING VALUATION OWNER'S MAIURG DRESS/fj, CONTRACTORS NAME Fling Fee ( 20.00 �Yi"�� L.�L• 'i 0 / TELEPHONE2-791 'ClO - _ I • .4 C i 4 :f c. / 0q, Temporary Service I 23.00A3.o0 MAILING CONTRACTOR'S ADDRESS ,AGsti,i 20.00 Fireplace / 5�(�. dV 23.00 PERMITFEE S Cpr6TRUCnoo LENDER P�i 7 UNKNOWN Total Valuation $ - Energy Inspection Fee 00 e°`3 Fling Fee S 20.00 LENDERS MAIUNO ADDRESS5 Permit Fee 00 S N IUD ARCHRECT OR ENOINEER LICENSE NO. Plan Checking Fee 52227. `O $ 1420 116- Energy Plan Checking Fee $ '2 3 A te ARG BUILDINGAD11 'REss Penalty PERMITFEE $ S PLUMBING PERMIT Fling Fee 20.00 Each Trap 1141 7.00 .I) } LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 p0 SF X Duplex E3 USEOFSTRUCTURE M Mobilehome ❑ Other _ __ _,__ _-_ _ SPECIFY Each gas water heater or vent 15.00 pp Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 " (� TYPE OF WORK New .9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �� `�� Mobile Home S I G I W 920.00 PERMITFEE S Contractor 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, army 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 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 ply with th se provisions. / X� — Date %� ->/b "Y� -- Signature of Applicant - ❑I Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3sttories in height. tf��t\ RecelptNo ' YtY "Tl"5J WHITE -O D.S •B.D XANARY•ASS OR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service ( =OR LESS Main Service ( 20oA ro 1000A 46.00 20.00 1 I NON-AESD. ( BRANCH C RCUfTS ) I I _ Ia7.50 ( ' Ex. Occup. ( OUTLET OR FIXTURES Fling Fee ( 20.00 EX. OCCU FIXED APPLNS. OR Occup. ( OUTLETS (RESID.) EA 15100 Temporary Service I 23.00A3.o0 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor MECHANICAL PERMIT Fling Fee ( 20.00 Heating 15100 Cooling 15"00 Hood 6.50 15 0 Ventilation L4 1 4100 PERMITFEE S .5-D Contractor Mobile Home Installation Fee Is Energy Inspection Fee d e°`3 `01M TOTAL FEE $ I HA2. 0. FL-:ESIMP FLOOD I CDF ARC PD I HD I ISSUE . This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work i indicated above for which fees have been paid. a By Date PERMITEXPIRES ON ro=al - — - COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 1469 Humboldt Road, Chico, CA - (916) 891-2751 7C C t ounty enter Drive, Oroville, CA - (916) 538-7541 I 747 Elliott Road, Paradise, CA - (916) 872-6307 / CORRECTION NOTICE I OWNER +„ PERMIT NO. f A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work 3 is completed. If you have any questions pertaining to this matter, or need additional explanation, ¢ please contact this office immediately. L 'F 9 Y J Date Inspector REV 10/9 # ENERGY INSTALLATION -CERTIFICATE Building Owner _ Building Location DESCRIPTION ROOF Materi Thickness(in es) / d E=ERIOR WALL Material Thickness(inches) . CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) "FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches)" Building Permit # / OF INSULATION Brand Name - Thermal Resistance (R Value) Brand NamaA41 J_j2�, Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, is consistent with- approved building depart-ment -plan s --and attachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requirement].- FIM equirement . FIRM NAE/OWNER SIGNATURE OF'INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDING CONTRACTOR/OWNER (Please,Print)- (FIRM N ) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print). � t q z -53 STATE CONTRACTOR'S LICENSE NO. ?_61.-q7 DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION' APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING': SEPTEMBER 1988 ENERGY INSTALL'ATION-CERTIFICATE Building Owner Building Permit # Building Location DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name The --=al Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)_ Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, -is consistent with- approved building department--plans--and at-tachments -and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM XLME/OWN-ER SIGNATURE OF INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDING CONTRACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. ( FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 ' """"''.'.."yp.3wY.i.r'��-ice"4'!•+a►{""r{ya"'q�4', ... _,. . , .w: tir COVNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER , G' W A. P. No. 930-001 Proposed Building Use ' C` Building Inspector • &U, ,'- , Date /7-7T-95 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................ . ............... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3.. Complete plans, 3/4 sets, signed by preparer of plans . ........... :.......... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome d d nuf f 's i Ilation instru ti nsis ........... 10. Fees of $ ..7., .. �C 11. Impact fees as shown on attache Imo- r..... . 12. California Department of Forestree 13. Flood elevation letter (100 year floo bby Californ gineer................... . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 8. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ..r�'`.. . 20. Pre -inspection for P�nsp�°n request.. required. . . to Building Inspector, (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _) . ....... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. �3 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list. ... . p 33. Iiz�.•f �'�ri'r c e- Gf.I�a rnaA �c�s o� asoo 34. Whe you issue the. r it, ocess as follows: Mat=r. owner. Mail to contractor. X Telephone �" �� �� and hold for pickup at ffice. Deliver with inspector. Other Parcel Creation Acreage Applicant �"'� - "( Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior t Repit issua a (' cl -new itegn Dot checked above). 1. Index permit for above item No.pq 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ,C�}u _ Date Plans checked by Date lans approved by Date n Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health E.H. USE ONLY Plot Plan Anached Yes Floor Ph n Attached Yes Scat to B.D. SUBJECT: Sanitation Clearance E�2 ,D�AD/�I�NO /! ��� �t�ord0 �N• 6 47— X36- oo 9 Owner Location AP// Plan Approved for: Sewage Disposal >c Clearance for 3 bedroom aiebi4e home. Other Hold final for: Final clearance O.K. for: NOTE: -A&foz Enviro en Health Specialist 8/92 Water Supply: Public Private Well_ /-za`97 Date TO: Building Department'" ti FROM: Encroachment Permit Section RE: Driveway Clearance G' 4�1 l4� C'G W I ��. �7-t ? - o f� owner location AP # Driveway permit` g,/rA/ "w /" has been issued for the above property. si ature date r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District .� - Building Department No. A.P. Number 0 47- W 30 - oq Jurisdiction: 0 City F_X County Property Owner (2) . Property Location/Address_(,(' ;(Q` Subdivison Lot No. Residential Development Commercial/Industrial M Sq. Footage Z 73 No. of Living MHI Addition (Group R)' Units Sq. Footage New Addition. - Building Department Representative w. (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) q� Date District Identification No. School District certifies that 61 (Applicant) oma' AAA 111311,61 K4 (6�) -�46-61gir7 (Street Address) - J (Phone Number) has complied with the requirements of Resolution No. p q � � � by payment of $ r,;presenting 22% square feet. g AB 2926 $ FULL MITIGATION $ Date Paid by Check # Remarks: Bank Number Paid by Cash 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 fi• : is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to ' additional school fees to_fuliv mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmk, (11/94)dmm And when recorded mail to: Building Division #7 County_ Center Drive Oroville, Ca. 95965 97-0024261 Rec Fee I Check Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 10:02am 23 -Jan -97 I PUBL I 9.-00 9.00 XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: ]./23/97 Date State of California County of Butte On 1./23/97 PROPERTY OWNERS: G. W. DEADMOND before me, DIANE MATTHEWS (-� - C U, 7L � (-tL- �-- personally appeared G.W. DEADMOND personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. y DIANE MATTHEWS Signature COMM. # 1001022 WMY NOTARY PUBLIC - CALIFORNIA 0 SONOMA COUNTY '' Seal: Comm. Expires Sept. 14, 1997 94-22336 ORDER NO. BU -142379 BG DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THE HOLMES TRACT 17EAR CHICO, BUTTE CO., CALIF.", RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, 1910,° IN BOOK 6 OF .MAPS,`AT PAGE(S) 36, DESCRIBED AS FOLLOWS: - BEGINNING AT AN IRON PIPE MARKING THE `MOST EASTERLY CORNER OF SAID IAT 3 AND RUNNING THENCE SOUTH 52 DEG. 18' WEST, 299.51 FEET ALONG THE SOUTHERLY LINE OF SAID LOT 3, TO AN IRON PIPE; THENCE NORTH 37 DEG. 42' WEST, 1,517.24 FEET TO THE.NORTHERLY_LINE.OF SAID LOT 3, IN THE CENTER OF THE KEEFER ROAD; THENCE ALONG THE SAID CENTERLINE OF THE KEEFER ROAD AND THE NORTHERLY LINE OF SAID LOT 3, NORTH 71 DEG. 14' EAST 316.63 FEET TO THE MOST NORTHERLY CORNER THEREOF; THENCE SOUTH 37 DEG. 42' EAST 1414.5 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION OF LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THE HOLMES TRACT NEAR CHICO, BUTTE CO., CALIF.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF TE 6HOr'CMAPS}, AT PAGEES)S361EOF MORECPARTICUILARLYNDES9, OF BUTT, IN BOOK DESCRIBED AS BEGINNING AT AN IRON PIPE MARKING THE MOST EASTERLY CORNER OF SAID LOT 3 AND RUNNING THENCE SOUTH 52 DEG. 18' WEST, 295-.51 FEET ALONG THE SOUTHERLY LINE OF SAID LOT 3, TO AN IRON PIPE; THENCE NORTH 37 DEG. 42' WEST, 1,517.24 FEET TO THE NORTHERLY LINE OF SAID LOT 3, IN THE CENTER OF THE KEEFER ROAD FOR THE TRUE POINT OF BEGINNING; THENCE SOUTH 37 DEG. 42' EAST A DISTANCE OF 250.00 FEET; THENCE NORTH 52 DEG. 18' EAST AND PARALLEL TO THE -SOUTHERLY LINE OF SAID IAT 3, A DISTANCE OF 200.00 FEET; THENCE NORTH 37 DEG. 421, WEST, TO A POINT ON THE NORTHERLY LINE OF SAID LOT 3 AND THE CENTERLINE OF KEEFER ROAD; THENCE SOUTH 71 DEG. 14' WEST ALONG THE NORTHERLY LINE OF SAID LOT 3 AND THE CENTERLINE OF SAID KEEFER ROAD.TO THE TRUE POINT OF BEGINNING. END OF DOCUMENT Inter De artmeeaoMemorandum TO: FROM: Stu Edell, Public Works /� SUBJECT: Ted Crawford, Fire Department0/d- DATE: Justin Manor Subdivision, AP#47-43-09 January 21, 1997 The fire hydrant system installed for the Justin Manor Subdivision on Felicidad Lane off Keefer Road was tested today, January 21, 1997. The system produced 670 gpm at 16 psi and is acceptable to the Butte County Fire Department. If there are any questions please contact me at 538-7994. CC•• B. Redding H. Brachais P. Leasure, CSA 165 Chrono APR 30 '96 11:06 AM LAND DEVELOPMENT BUILDING / E VIRONMENTAL HEALTH - PERMIT CLEARANCE Bays ng Permit No. 149 Pogo OWNERS�. Dr f/-iD/%w /i% IJ A.P. — NAME: NUMBER• PNMT LAST RAMI RUT COUNTY ZONING DESIGNATION: S / FLOOD ZONE: X FLOOD MAP: ©9 5,13 A"ROVED: CONDITIONALLY APPROVED: RESOLVII PR08LB43 PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ `rfT�N/1'l�n/cR ,1'vQ. DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING / 4 9 LOT BOOK 13 gi PAGE COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 231: YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Most current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY To MAP: ALL FEES TO HS Ps1ID TO THE BUILDING DNISION UNLESS 0THERW/5E NOTED. 1. Maintain a 50 ft.- building setback from centerline of roadS F—EL- / C //Jif _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. Ieachfield setback from S. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. 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 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications. serves the parcel. _ 10. Pay T.O.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Garne for the preservation of oak trees. (See phone number below) — 12. Obtain approval (rain the Department of Fish and Game for vegetation removal. Contact Fish Er Game at 916-355-7010. APP. 30 '96 11:06 AM Pogo 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of ! 1 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pay»,ent to be ds to the PANNIAI9 D&iti wL 14. All new residential buildings shell 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 oir the Uniform Building Code. 1 S. beer Mitigation- fees are to be paid; df such fees have been adopted by the Butte County Board of Supervisors. )c 18. Pay school impact mitigation fees. X 17. A development impact fes for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article ll of the Butte County Code. 18. Wood stoves and flreolace4nssrts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1.988 as amended. 19: If:any cultural resoiuresi ,sreleneountered duririg•ground disturbing activities, all work shall cease in tfi1 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. d 20. ✓1= j2 L / !� 6i T E_ ft -S �f Ni ENT /%O �'Z C! r C o /V1 v N / C / /��! iT/ 121 02 r '4 % SI?�EA�f3 M�4Y FW6'aISNCLs t/Ve0Nvent/L%NCL ,ANNOrIi4NCC, O/SCOM/ro?T 21. �� r2-C-l� YD2Fl LF WA-TZ:X Si Si el I /'I "/ST fat= .rNSTSLL _ S e,+c.17 of-/ Ta 22. V✓c'ZLS Ty /3 ie C_>cel� .�'s' ��zvM 01=• r—L=, t c Iv�rI-)9 IAl, JF i°2 D,PE?eTy Gt Nc 23. />r 914 /G Y99AIA1176L �;?zYOO , p 0i t/a i/s t 24. 1 AIO 1N3NO13A30 ONVI 311/1810 UNf100 9661 L I J 3 9 MA1303a LO A/95 • C:1WP51%FORMS.K18LDGPERM.CLR - Suite oun L A N D O F N A T U R A L W E ALT H A N O B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: (916) 538-2140 December 18, 1996 G.W. Deadmond 4065 Hidden Valley Road Oroville, CA 95965 Re: Permit Application #96-2779 A.P.# 047-43-0-009 Dear Mr. Deadmond: With reference to the above subject, attached is: IM Plan Check List [ ] Red Marked Calculations ( ] Red Marked Plans [ ] Other Action Required: [ ] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY Permit Applic2nt: r W nF e mmnNn Permit Number: Assessor Parcel Number: 047=43-0-009 f � Dale: 12/18/96 The above referanerd btu I&T pl®zs were reviewed by this qffieA Provide adi neon= m1or11rofflor, , and/or mane ravis� OW to plam apacifrcadom a"d tau asJbllows.• / Has fire' hydrant for subdivision been install ed and inspected by BCFD? { 2. Has overflight agreement been signed? Provide copy. Provide two copies 'of truss calcs that are clear and legible. g This ' includes layout. The copies you have provided are not adequate. We do not accept faxed copies.. f� Provide .location of heating/cooling equipment. If located in attic, size trusses for additional loads. You do not have the minimum 2' clearance in front of toilets. Show how this.will be corrected. Interior braced walls must be attached to foundationer code. What at -method will you•be,using. Show requirements of method and location on foundation plan. 7. tsi di e sio rov' ed, I h e �ur 29 s ar f i g c le s re is energ lcs q are foot��f 6 X 12 header at 16' garage door opening is overspanned. Resize. 9. Fees have been incorrectly calculated for square footage of each occupancy. Adjustment will be made. Plans are to be signed by designer.. If you wish to discuss any requirements, you may contact me at (916) 538-7511 between 1:00 P.M. and 4:00 P.M. Monday through Thursday. _ MARTHA WHITNEY RESIDENTIAL PLAN CHECIONG GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Dea.cth-,©nd BUILDINGPEWMUNMER. lav - a 77q PLAN -CHECKER: f4J t tr A P. NUMBER: g Y-7 - `-I Do -cc 1 - GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. ly Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). /7! Recorded notice of violation. PLOT PLAN: ,11 _ Complete parcel size and dimensions. ,2'. . Setbacks, side yards, easements, etc. Other buildings or structures. ft' Grading, fills and/or drainage. I1.' Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback ,,V Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). ,3! Required windows for second exit (Section 310.4). 4. Skylights (Section 2409 & 2603.7). Ail 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). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Lccaticn cf :vanter henters, hea':^2 and ceolirg egt:ipment, other electrical or gas equipment. )-01 Garage firewall, door size and closer (Section 302.4). ,W.. Minimum of one 3'0" exterior door (Section 1004.6). ,1-2' Fireplace and wood stove location, alcoves and clearance. Y Fw— h5 a�.l l -ect .o ,1-3' Smoke detectors (Section 310.9.1). T,07L/ „ lel -e "�- Op �j- led Plumbing fixtures, water closet clearances and shower size. L STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). ,Y. Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. ,4"- Three story building requiring engineered calculations and plans. 5� Foundation plan complete enough to construct building. �} �mp�,t 0� IBJr'Or �✓r 16! Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. nn 4 Roof construction details complete enough to construct building. 2 C DpIG5 Ot Ratter ties or bearing ridge beam. �/� . ,L@ -'Fireplace construction details and calc. if necessary. /�1 Garage door and/or porch header sizes. (Qx t Z }- /(�' Span ouP.rs�+w»eC{— rest ZG, JZ Stud heights. J-3! Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements.ZP�i'1'bC.� JANUARY 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR" 1. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. proper roof pitch for roof covering (Section 1501). 6. Rodf covering type - (15ue hazard). .7. Foam insulation - protection. - 8. 36- halls and stairways. 9. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). :. 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13.- Co&austion air for fuel burning appliances - L.P.G. requirements. 1 Noise requirements on duplexes. 15 Energy design. 16.. Flashing at all exteri enings. 17. C.D.F. responsible area requirements. JANUARY 1996 3.3 A r~. MOSS LUMBER � RH2286 �:n.•w � n o.. (4w ® rw MAD- acroro� a =I .-.F 54 5 5 S C CG . vs L8 -L J 4 J 6 J 8 J 8 Q Q Q 11 JG J J 2 J 4 J J 6 J 8 J 8 J 8 Jt g J 8 JE8 J J 6 r J 4 (m e . is O m rD a N O p !+nA y J m m m III m m m m m m m m m m U a 6 I �b,;,_,�„ r.: p.rna � RH2286 �:n.•w � n o.. ' Dec, 13, 1996 3: l OPM6/3 N0<i1�v60$»> -Customer »» VGi 1.0===========I 526540 Project #: DEADMAN RH2286 Truss ID : A6 Thu Dec 12 Family # : 11:49:54 1996 324 p -an --------------------------Quantity 25-0 ----------------------Top : 1 --Pitch : 5/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE ----- 1-2=-4115 7-8= 3795 2-12= 369 5-9= 723 1=-1973 3.50 2.3=-3412 8-9= 3795 2-11=-699 6-9=-699 7=-1973 3.50 3-4=-3842 9-10= 3146 3-11= 723 6-8= 369 4-5=-3642 10-11= 3146 3.10= 800 5-6=-3412 11-12= 3795 4-10=-242 6-7=-4115 12-1= 3795 5-10= 80o PLATE OFFSETS (X=LEFT,Y=TOP):[13=4,2.5],[15=4,2.53,[110=4,23, 2-0 1 3-7-7 7-2-14 I 12-6 17-9-2 21-4-9 125-0 .2-0 3-7-7 3-7-7 5-3-2 5-3-2 3-7-7 3-7-7 6J8 1 J 314 4110 ttl 20 3A 7A 5heaA or Brace 01. O.C. 6x8 5 314 3R4 2>f4 3-7-7 7-2-14 12-6 17-9-2 21-4-925-0 3-7-7 3-7-7 5-3-2 5-3-2 3-7-7 3-7-7 4110 L. HL TO PK:7-10-2 R. HL TO PK :7-10-2 LEFT HEIGHT:0-4-1 SPAN -25-0 RISE:3-8-1 RIGHT HEIGHT:0-4-1 ----- --------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.622 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 8-9-0.765 BOT CHORD:2X6 NO.l GR DF -L BOTT 0 7 LL.DEFL.@10=0.16 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 46 7- 1= 104 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)0�&TECT 1996 PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W SC-IC80;TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAT „ OR ENGINEER. BUTTE COUNTY QUILD,.ml-r, NO. Eicii 9.30.00 / ' V � C (7F Dec. r3. 1996 3:lOPM N«t v60S>»5�3� ===<cccnLGo-�2 vCL 1.0»»=========== ( 526539 Customer : DEADMAN Thu Dec 12 11:49:50 1996 Project #: RH2286 Truss ID : A10 Family # :'324 Span : 25-0 Quantity : 1 Top Pitch . 5/12 FORCES LOAD CASE 01 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2=-1438 6-7= 1317 2-8=-234 1=-861 3,50 2-3=-1196 7-8= 1091 3-8= 207 6-861 3.50 3-4=-1091 8-1= 1317 3-7= 0 4.5=-1196 4.7= 207 5-6=-1436 5-7=-234 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=5,2.51,[j8=3,23, 3 � 2-0 , 4-7-7 9-2-14 15-9-2 20-4-9 25-0 12-0 1 4-7-7 4-7-7 6-6-3 4-7-7 4-7-7- 9-0 16-0 25-0 , 9-0 7-0 I 9-0 -' P L. HL TO PK:10-0-2 R. HL TO PK :10-0-2 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:4-6-1 RIGHT HEIGHT:0-4-1 LOADING (PSF)-----=MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.480 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTI' 6-7=0.519 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@8=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING -�- REPETITIVE STRESSES USED NO. OF MEMBERS 1 TRUSS HAS BEEN CHECKED' FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR, PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 2 1996 QRCfESS"°n OONG v BUTTE COUNT -Y r� 6UILDANG - � �'��to'�sx '�+i NO... CD4 1 9 r . ExP. 9.30.OQ APPY VD CIV �.P Dec. 93. 19962 3: IOPM____ ---- P �/3 [ 526538 No. 460111�> Customer DEADMAN - ^Thu Dec 12 11:49:44 1996 Project #: RH2286 Truss ID : Al2 Family # : 34 Span 25-0 Quantity 1 Top Pitch : 52%12 FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1-2--1390 617= 1276 2-8=-257 1=-861 3.50 2-3=-1155 7-8= 942 3-8= 287 6=-861 3.50 3-4=-942 8-1= 1276 3-7= 0 4.5=-1155 4.7= 267 5-6=-1390 5-7=-257 PLATE OFFSETS (X=LEFT,T=TOP):Cj3=4,2.57,Cj8=3,2), 2-0 5-7-7 1 11-2-14 113-9-2 1-4- 25-0 5-7-7 5-7-7 -6-3 5-7-7 5-7-7 5X6 658 4 1s 9-0 16-0 i 25-0 9-0 1 7-0 9-0 L. HL TO PK:12-2-2 R. HL TO PK :12-2-2 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-4-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - L D TOP 1-2=0.242 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 8-1=0.518 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8=0,05 < L/360 WEBS :2X4 STANDARD GR DF -L S'TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS =.1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLT (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-1CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNI APPH A ==_<.De c. 13. 19962 3: 09PML . o»»=========== [ 526535 ] _—_____ ==«No. 1460;>,P. 1/34:===_= Customer : DBj-wm N Thu Dec 12 11.49:30 1996 Project #: 2RE22286 Truss ID Quantity : 1 Top Pi # : 104 P ty 11 p Pitch 5/12 ( —FORCES - LOAD CASE 41 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1360 5-6= 1248 2.7=-246 1=-861 3.50 2-3=-1231 6-7= 847 3-7= 444 5=-861 3.50 3.4=-1231 7-1= 1248 3-6= 444 4-5=-1360 4.6=-246 PLATE OFFSETS (X=LEFT,Y=T0P):[j7=3,2I, ,2-0 I 6-6-14 1 12-6 18-5-2 25-0 2-0 6-6-14 5-11-2 5-11-2 6-6-14 454 1Z0 i5 8-0 9-0 8-0 L. HL TO PR:13-6-8 R: HL TO PR :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.298 TOP CHORD:2X4 NO.l&Btr GR DF -L TOP 16 7 BOTT 5-6=0.573 BOT CHORD•2X4 No,l&Btr GR DF -L BOTT 0 7 LL.DEFL.07=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. 'c REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED.FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16.8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS PITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. �- "j. T% n De c. 13. 1996 3: 09PM No. 1460 P. /34 ===I-C.q. �.n0-32 vc� 1.0»»=========== [ 526536 ] ________--=««r1u'S»»===_ Customer DEADMAN Thu Dec 12 11;49:34_- 1996__=1 Proj5 ect #' 2RH22286 Truss ID : AF Family # : 104 SpaQuantity . 1 Top Pitch . 5/12 NOTES_ 1 -Gable stud$ Spaced at 16 inches o c -� - '----__ 2 -Brace vertical studs in accordance with standard gable -end detail 3 -Continuous bearing provided alongentire bottom chord 4 -Provide 1X4 plates.at each end ogable stud unless otherwise noted PLATE OFFSETS (X=LEFT,T=TOP):1j7=3,21, i 6-6-14 12-6 18-5-2 5-0 6-6-14 5-11-2 5-11-2 6-6-14 4X4 3 ;5 s 1 8-0 17-02 5=0 8-0 9-0 8-0 L. HL TO PK:13-6-8 R. HL TO PK :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING L(PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 16 7 TOP CHORD:2X4 No.l&Btr GR DF -L BOT CHORD:2X4 No,l&Btr GR DF -L BOTT 0 7 LL.DEFL.90=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE :ITEC M20-186,147 HANUFACTURED FROM ASTH A 466 GRD A CALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, U8C-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 1996 Y�-- - -.,,,V 8 -IJ o�,���`� pONG W�o �oF ^AL1E^� 09P M1.0»»=========== No, 1460 P, 3/34 526537=__�----- I 1 = -----_<<...•..,�S>:.�_--______ Customer DEADNiAN Thu Dec 12 11:49:40 1996 Project #: RH2286 Truss ID . Al Family # . 104 Span 25-0 Quantity : 3 Top Pitch/ 5 12 FORCES - LOAD CASE 01 REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1360 5-6= 1248 2-7=-246 1=-741 3.50 2-3=-1231 6.7= 847 3.7= 444 5=-861 3,50 3-4=-1231 7-1= 1248 3-6= 444 4.5=-1360 4-6=-246 PLATE OFFSETS (X=LEFT,Y=TOP):(j1=3,21, 6-6-14 12-6 18-5-2 I 25-0 f2-0 6-6-14 5-11-2 5-11-2 6-6-14 ' 04 3 Connect. truss to girder with Simpson or equal 1 X4 1x4 2 3x5 1 3X5 5 516 314 I 8-0 _ 17-0 25-0 8-0 9-0 8-0 L. HL TO PK;13-6-8 R. HL TO PK :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 ------------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER' L D TOP 1-2=0.298 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 5-6=0.573 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL,@7-0.05 < L/360 WEBS :2X4 STANDARD'GR DF -L STR INC LUMB = 1.15 PLATE = 1.15 SPACING -i 24.0 ino c. -- REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD 64 BOTTOM CHORD PER TABLE 16-B, USC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COL.1NI A P VE Dec, 13, 1996 3:11 PM `No, 1460 P. 7/34 .,2 . �� 1.0»»=========== ( 526541 ] _____======<c..�+....,S>-" .- Customer DEADMAN Thu Dec 12 11;50:01 1996 Project #: RH2286 Truss ID : B8 Family # : 324 Span. 41-0 Quantity : 2 Top Pitch : 5/12 TOP CHORD — BOTTOM CHORD WEBS REACTIONS SIZE 1.2=-8826 7.8=-7691 10-11= 5016 16-17= 10915 2-18= 475 5-15= 749 8-12= 168 1=-3848 3.50 2-3=-7981 8-9=-5158 11-12= $016 17-18= 8138 2-17=-841 5.14=-1849 9-12=-281 10=-2329 3.50 3-4=-7358 9-10=-5440 12.13= 4756 18-1= 8138 3-17= 2883 6-14= 1105 9-11= 50 4.5=-12200 13-14= 9971 4-17=-4064 6-13=-2622 5-6=-10360 14-15= 11949 4-16= 583 7-13=-245 6-7=-7691 15-16= 10915 4-15= 1730 6-13= 3353 PLATE OFFSETS (X=LEFT,Y=TOP):Ij5=3,3),Cj8=4,2.5),013=5,21,015=4,2), 2-0 -7-7 -2- -4-7 33-9- 7-4- 2- -7-7 -7-7 5-4-11 4-4-7 6-1-8 5-2-15 5-4-11 -7-7 -7-7 Shearuce"O'C. 5X12 4X8 5X6 4X5 d, Cr D3X4 6X8 4X5 s 6 7 8 4X5 2 s 3X6+4X6 3X8 t to 18 17 16 15 1s 13 12 11 3x4 4x8 30 7x8 4X5 7x10 4x5 3x4 (18 GA) -7-7 Z-2-141 12-7-9 - 22-0 7-4-9 1-0 -7-7 -7-7 5-4-11 -3-11 6-0-12 6-4-7 5-4-11 -7-7 -7-7 WARNING_NOT A SYMMETRICAL DESIGN. EXERCISE CAUTION IN PLACEMENT OF TRUSS. L. HL TO PK:7-10-2 R. HL TO PK :7-10-2 LEFT HEIGHT:0-4-1 SPAN -.41-0 RISE:3-8-1 RIGHT HEIGHT:0-4-1 ------------------- -- LOADING (PSF) (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.863 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 15-16=0.921 BOT CHORD:2X6 No.l GR DF -L BOTT 0 7 LL.DEFL.@15=0.43 < L/360 WEBS :2X4 STANDARD GR DF -L ------------------------------------ -- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in, o. c., REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTSUBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1-10= 46 10-15= 14 15- 1= 134 CONCENTRATED 15= 1600 2 MEMBERS NAILED TOG. W/1 ROW(S) OF 16d NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF 16d NAILS 7 in. s-$2 i996 For Webs use 1 ROW of 16d NAILS 12 in. o.c.�®� PLATES ARE MITEK M20-186,147 M18-178,158 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL( 6� PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAY SULT BLD T OR ENGINEER. BUTTE COUNTY BUIL DING f - lP r) ,.,,,Dec, I3. 199612 3 : 11 PM 1.0»»===____==_= [ 526542 l =__====- _< No. 460S> P. 8/34_==- Customer DEADMAN Project #: RH2286 Truss ID . B10 ' -1 - Thu Dec 11.50:11 1996 Family 2 y # 3 4 Span 41-0 Quantity : 1 Top Pitch : 5 12 -----------------------^-----------________=_____=__=_ FORCES - LOAD CASE 111 REACTIONS - SIZE 1-2=-2631 7-8=-2401 9-10= 2410 2-14=-213 6-12= 290 1=-1341 3.50 2.3=-2401 8-9=-2631 10-11= 2953 3-14= 691 6.11= 79 9=-1341 3.50 3.4=-2214 11-12= 2953 4-14=-894 6.10=-894 4-5=-3190 12-13= 2953 4-132:79 7-10= 691 5-6=-3190 13-14= 2953 4-12;; 290 8-10=-213 6.7=-2214 14-12 2410 5-12=-256 PLATE OFFSETS (X=LEFT,Y=TOP):(j5=3,33,Ij11=4,2),Cj13=4,21, 2-0 1 .4-7-7 .9-2-14 .1 4-11-5 12Q-6 26-0-_11 1 31-9-2 .36-4-9 .41-0 � ,2 (� 4-7-7 4-7-7 5-8-7 5-6-11 5-6-11 5-8-7 4-7-7 '4-7-7 4X8 1 1X4 2 5x10 3X8 3 4 14 13 3X8 5X8 She�4 or Brea 24"O•C. 5X10 5X6 3X8 5 6 7 12 11 10 3x8 5x8 3x8 1X4 8 9-2-14 14-11-5 20-6 26-0-11 31-9-2 41-0 9-2-14 5-8-7 5-6-11 5-6-11 5-8-7 9-2-14 4X8 9 L. HL TO PK:10-0-2 R. HL TO PK :10-0-2 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE:5-2-12 RIGHT HEIGHT:0-4-1 LOADING (PSF) ------MAX STRESSES=== __---= MINIMUM GRADE OF LUMBER- L D TOP 4-5=0.484 TOP CHORD:2X4 N0.1&Btr GR DF -L TOP 16 7 BOTT 10-11=0.723BOT CHORD -.2X4 No.10tr GR DF -L BOTT 0 7 LL.DEFL.Q12=0.26 < L/360 WEBS :2X4 STANDARD GR DF -L STR-INC - LUMB = 1 15 PLATE - 1 15- �- SPACING 24.0 in o.�c=----=Y REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TP1.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE CoUMI APPRov " Dec; 17. 1996 11 :271M No. 1538 P. 1/4 ===<<<<ACES-32 Ver. DEADvpN » 531551Customer Sranect ##s RH2286 Truss ID . B12 Mon Dec 16 Family. # 09:37:51 1996 324 ---p 41-0 ----_____------------------------==-=-==-==_-___---- Quantity. 1 --Top-Ptch 5/12 1-2=-2614 7-8=-2614 8.9= 2398 FORCES - LOAD CASE 01 2-12=-219 6-10= 622 REACTIONS - SIZE U-1341 3.50 2-3=-2432 9-10= 2057 3-4=-2466 10-11= 2555 3.12= 322 3.11= 570 6.9= 330 7-9=-219 8=-1341 3,50 4-5=-2565 11-12= 2062 16-11=-303 5-6=-2537 12-1= 2398 4-10= 12 6-7=-2432 5.10=-284 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=5,2.51,[!6=5,2.5j,[j10=4,2),[!11=3,2], 2-0 5-7-7 -2-14 17-5- 5-7-7 5-7-7 6-2-10 6x10 3X4 3 4 1X4 2 4X8 1 12 3X4 m 8- 11 5X6 6-0-14 6-2-10 5-7-7 5-7-7 12r-acd 2 Z4"OAC. or :he!4 1X4 6X10 5 6 ' 8- 10 5x8 9 3X4 1X4 7 4x8 e L. HL TO PK:12-2-2 R. HL TO PK :12-2-2 LEFT -HEIGHT_0_4-1-------SPAN:41-0 RISE:5-4-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES===== -y= ===- L D TOP 4-5=0.494 MINIMUM GRADE -OF -LUMBER - TOP 16 7 BOTT 10-11=0.730 TOP CHORD:2X4 NO.l&Btr.GR DF -L BOTT 6 7 LL.DEF10=0.20 c L BOT CHORD:2X4 No 1&Btr.GR._DF-L /360 WEBS :2X4 STANDARD GR•DF-L STR.INC.: LUMB = 1.15 PLATE = 1.15 __________`___`--------'---- -------------- REPETITIVE STRESSES USED SPACING � 24.0 in. o. C. N0. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, USC -94 PLATES ARE MITEK H2O.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOYN)DESIGN CONFORMS WITH NDS DESIGN SP - CBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT _�)' ENGINEER. BUTTE COUNT h A srg L SOF e '—Dec. p3. 19963 3:12PM 1.0 526544 J= No. 14.603S>P. __ Customer DEADMAN .10/34__ Thu Dec -12 11� - 1996 a" Project #: RH2286 Truss ID B14 # 320:.26 Family' 34=0- Quantity . 1 Top Pitch 5/12 _-Span_----. -----__ -------------------------------------------------------# FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2=-2064 7-8= 0 2.11= 92 5-8= 73 1=-1131 3.50 2-3=-1578 8-9= 1466 2-10=-477 6.8n 1012 7=-1131 3.50 3.4=-1456 9-10= 1466 3-10= 290 4-5=-908 10-11= 1895 4-10=-13 5-6=-984 11.1= 1895 4-9= 102 6-7=-1089 4-8=-703 PLATE OFFSETS (X=LEFTY=TOP):[j8=4,2],(j10=4,23, 3; AZO 6-7-7 13-2-14 20-6 27-9-2 34-0 -0. 6-7-7 6-7-7 7-3-2 7-3-2 6-2-14 o 1X4 5X6 1X4 5X8 3X4 4- 6-7-7 6-7-7 7-3-2 7-3-2 6-2-14 L. HL TO PK:14-4-2 R. HL TO PK :6-9-2 LEFT HEIGHT:0-4-1 SPAN:34-0 RISE: 6-2-1 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAXSTRESSES-- MINIMUM GRADE OF LUMBER L D TOP 3-4=0.612 TOP CHORD:2X4 NO.1&Btr GR DF -L TOP BOTT 10 7 LL DEFL.@1 00509 < L/360 WEBS O�:2X4 STANDS GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 4-10; 4.8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn, to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLT (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TP1.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR -ENGINEER. BUTTE d✓ UN AF P. 13. ....Dec, --Customer 19_9632 3 :13PM ' 1.0»»===========[ 526545 P.- ] No; j�b�,s>11/3� i 7-7-7 DEADMF.N 25-9-2 i 34-0 Thu Dec 12 11:50:33-1996 Project Span #: RH2286 34-0 Truss ID : B16 Family # 34 R. HL TO PK :8-11-2 ---------------------------------------______-------_-------__ Quantity : 1 Top Pitch 5312- MAX STRESSES MINIMUM GRADE OF LUMBER FORCES - LOAD CASE #1 L D TOP 16 7 REACTIONS - SIZE 1.2=-1995 7.8= 0 2-10= 106 6.8= 1038 1=-1131 3.50 2-3=-1429 8-9= 1245 2-9=-560 c -- 7=-1131 3.50 3-4=-1318 9-10= 1834 3-9= 255 G-5=-973 10-1= 1831- 4-9= 115 5-6=-1054 4-8=-428 6-7=-1075 5-8= 100 PLATE OFFSETS (X=LEFT,Y=TOP):Ij9--4,2), 12-0� 7-7-7 15-2-14 20-6 25-9-2 34-0 .2-0,� 7-7-7 7-7-7 5-3-2 5-3-2 8-2-14 1X4 5X8 3X8 NEB 2.9; 4-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in, o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -:CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSUII:BLDG ARCHITECT OR ENGINEER. 3x4 i 7-7-7 i 15-2-14 25-9-2 i 34-0 7-7-7 7-7-7 _� 10-6-3 8-2-14 L. HL TO PK:16-6-2 R. HL TO PK :8-11-2 LEFT HEIGHT:0-4-1 SPAN -.34-0 RISE:7-0-1 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER _ L D TOP 16 7 TOP 5-6=0.902 BOTT 9-10=0.769 TOP CHORD:2X4 No.l&Btr BOT CHORD:2X4 No.l&Btr GR DF -L GR DF -L .BOTT 0 7 LL.DEFL.@10=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC LUMB = 1.15 PLATE -= 1,15 ^-w SPACING 24.0 in —o c -- REPETITIVE STRESSES OF USED NO. MEMBERS = 1 NEB 2.9; 4-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in, o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -:CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSUII:BLDG ARCHITECT OR ENGINEER. c._i 3_19962 3 :13PM1. 1460, P. 12/34----- ===<De o»»=-=_____•-_= ` 1526546 l =______= --=«N0; .)»--- Customer : DEADMAN Thu Dec1211:50:39 1996 Project #: Truss ID . B18 Family## . 324 P 3RH22286 4 --Quantity-'_ 1 Top Pitch /12 FORCES - LOAD CASE 91 REACTIONS - SIZE 1-2=-2081 7-8=-1101 8-9= 0 2.12=-225 6-10= 254 1=-1131 3.50 2-3=-1902 9-10= 794 3-12= 341 6.9=-481 8=-1131 3.50 3.4=-1351 10-112 1170 3-11=-453 7-9= 966 4-5=-981 11-12= 1556 4-11= 449 5-6-1068 12-1= 1909 4-10=-278 6-7=-860 5.10= 131 PLATE OFFSETS (X=LEFT Y=TOP):[j3=3,33,[j4=4,2.53,[19=2,1.53,Ej11=3,23, 3; 12--0. 5-8-15 11-5-15 17-2-14 1 23-9-2 29-6-1 34-0 .2-0� 5-8-15 5-8-15 5-8-15 6-6-3 5-8-15 4-5-15 .. .V v 3X4 SX6 3X8 3X5 e 3X4 8-0 16- 24-0 1 29-6-1 1 34-0 8-0 8-0 8-0 5-6-1 4-5-15 L. HL TO PK:18-8-2 R. HL TO PK :11-1-2 LEFT HEIGHT:0-4-1 SPAN:34-0 RISE:7-10-1 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5-0.466 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 12-1=0.587 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@12=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing corm.►/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK 1120-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGH CONFORMS WITH NDS DESIGN SPECS, U8C-1CBO,TPI-91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. EAJTTE COUNTY BUILDING _==,Dec. 1'3: 19962 3 :13PM1. 526547 )=======---=<,Nc. 1460S,.P. 13/34===== Customer : DEADMAN #: H2286 Truss ID : B20 Thu Dec 12 11:50:47 1996 Family # : 324 Span ===p 34-0 Quantity ====1=----------- Top -Pitch 1-2=-2049 7-8=-1091 8-9= 0 FORCES - LOAD CASE 91 2-12=-246 6-10= 116 -_-5/22 REACTIONS - SIZE 1=-1131 3.50 2-3=-1904 9-10= 888 3-12. 434 6.9=-402 8=-1131 3.50 3-0-1335 10-11= 1025 3-11=-465 7.9= 1005 4-5=-905 11-12= 1468 4.11= 553 5-6=-1040 12-1= 1882 4-10=-236 6.7=-962 5-10= 204 PLATE OFFSETS (X=LEFT,T=TOP):I13=3,3),Ej4=4,2.53,Ej9=2,1.5),Ej11=3,23, -0 6-4=15 12-9-15 1 19-2-14 41-9-2 28-2-1 4-0 6-4-15 6-4-15 6-4-15 -6-3 6-4-15 5-9-15 5X6 6X8 4 5 I. .v Y 3X4 5X6 3X8 3X5 a 3X4 8-0 16-0 24-0 28-2-1 34-0 8-0 8-0 8-0 4-2-1 5-9-15 —' L. HL TO PK:20-10-2 R. HL TO PK :13-3-2 LEFT HEIGHT:0-4-1 SPAN:34-0 RISE:8-8-1 RIGHT HEIGHT:3-3-1 LOADING -L(PSF � MAX STRESSES - MINIMUM GRADE OF LUMBER- - TOP 5-6=0.375 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 12-1-0.587 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@12=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC . LUMB = 1.15 PLATE = 1.15 SPACING- 24.0 in o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 NEB 4.10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d naits,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LT(EXCEPT AS SHOVN)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC-ICBO,TPI.91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS -ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY a Dec. 17. 1996 11:27AM No. 1538 P. 2/4 Vet'. L . 0»»===_======= Customer - DEADMAN [ 531552 ] ===========««MOSS»»========= Project #: Span RH2286 Truss ID : E1 Mon Dec 16 09:37:58 1996 Family 109 34 0 ' Quantity 2 Top Pitch : 5/12 1-2=-2007 7-8= 912 FORCES - LOAD CASE 01 2-10=-273 5-7=-1205 REACTIONS SIZE 1=-1011 3.50 2-3=-1929 3-4=-1338 8-9= 938 9-10= 1400 3-10- 535 3-9=-482 7=-1131 3.50 4-5=-1035 10.1= 1844 c-9= 638 5-6= 0 4-8= 46 6.7=-275 5-8= 93 PLATE OFFSETS (X=LEFT Y=TOP):113=3,3],(j9=3,27, 3 —o J4—O 7-3-3 6-7-6 6-7-6 6-7-6 6-10-1 04 3X4 5X6 3X4 - 16-0 24- 4-0S 8-0 8-0 8-0 10-0 HL TO PK:22-2-8 R. HL TO PK :14-7-8 DEFT HEIGHT:0-4-1 SPAN:34-0 RISE:8-10-9 RIGHT HEIGHT:3-3-1 GOADING (PSF)====== MAX =STRESSES ===T MINIMUM -GRADE OF- LUMBER L D TOP 4-5=0.470 TOP CHORD:2X4 NO.1&Btr GR DF -L 30TP 16 -BATT 8-9=0.598 BOT CHORD:2X4 No 1&Btr DF -L ------------------LL_DEFL-r�10=0.08 < L/360 WEBS :2X4 STANDARD DF -L ;TR INC • LUMB 1 15 PLATE = 1.15 y 1SPACING 24-0 in o. C. - ZEPETITIVE STRESSES USED NO. OF -MEMBERS = I EB 5-7 BRACED at 1/2 POINTS AS SHOWN ABOVE ote:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web corn. to narrow RUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE LATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS sNnwi LATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY( EXCEPT AS SHOWN)DESIGN CONFORM, HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEKPORARY BRACING(WHICH 1S ALWA' face u/10d nails 6 in. o.c 16-8, UBC -94 APrm v Dec. 13, 1996 3:1SPM 7-10-12 1 15-6 1 No. 1460 P. 16/34 VCl 1.0»»=========== ( 526550 ^Thu CusI;omer DEADMAN Pro3ect #; RH2286 Truss ID : B2 Dec 12 Family ## : 11:51:09 1996 220 Span . 34-0 Quantity . 1 Top Pitch . 5/12 Seat cut 0-3-8 — MAX STRESSES MINIMUM GRADE OF LUMBER Bo? pitch . 2/12 D 7 FORCES - LOAD CASE #1 TOP CHORD:2X4 No.l&Btr BOT CHORD:2X4 No.l&Btr REACTIONS - SIZE — 1-2=-3389 7-8=-1089 8-9= 0 2-12=-247 6.10= 57 1=-1011 3.50 STR.INC.: LUMB = 1.15 PLATE = 1.15 REPETITIVE STRESSES USED 2-3=-3110 9.10= 905 3-12= 129 6.9=-361 8=71131 3.50 3.4=-1411 10-11= 1303 3-11=-1034 7-9= 1013 4.5=-1030 11-12= 2154 4-11= 362 5-6=-1030 12-1a 3149 4-10=-577 •6-7=-981 5-10= 508 PLATE OFFSETS (X=LEFT,YmTOP):[j3=3,1.5),(j4--3,3),tj9=2,1,51,[jll=3,2),(!12=4,2), 1 5-0 1 10-0 15-6 1 20-6 1 27-10-4 34-0 12-0 5-0 5-0 5-6 5-0 7-4-4 6-1-12 4X4 5X6 11 to 5X6 3X8 3X5 BRACING 'SUPPORT: 1 7-10-12 1 15-6 1 20-627-10-4 34-0 - 7-10-12 7-7-4 5-0 7-4-4 6-1-12 L. HL TO PK:22-2-8 INTERNAL RISE:1-3-3 R. HL TO PK :14-7-8 LEFT HEIGHT:0-4-1 SPAN:34-0 RISE:8-10-9 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - L TOP 16 D 7 TOP 2-3=0.493 BOTT 12-1-0.682 TOP CHORD:2X4 No.l&Btr BOT CHORD:2X4 No.l&Btr GR DF -L GR DF -L BOTT 0 7 LL.DEFL.Q12=0.18 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 REPETITIVE STRESSES USED SPACING . 24.0 in o NO. OF MEMBERS = 1 c. WEB 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 cont -Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTT014 CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESI UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CON.��T OR ENGINEER. BUTTE COUNT1r ;Pv fie, 6UIL Dec, 1'3. R6Z 15111 No. 1460 P. 7/34 �___�__=_ .3: .,..� . 526551 Customer : DEADMAN Thu Dec 12 11:51:15 1996 Project #: RH2286 Truss ID : B3 Family # 220 S cut : 04308 Quantity ; 3 Top P].tch 5/12 reac ..� o Pitch 2/12 FORCES LOAD CASE #1 REACTIONS SIZE 1-2=•2407 7-8= 42 8-9= 0 2-12=-272 6.10= 870 1=-766 3.50 2-3=-2108 9-10=-327 3.12= 956 6-9=-1119 9=-1376 3.50 3-4=-783 10-11= 723 3-11=-837 7-9=-365 4-5=-400 11-12= 1408 4-11= 365 5-6=-400 12-1= 2236 4.10=-580 6-7= 354 5.1D= 24 PLATE OFFSETS (X=LEFT,T=TOP):113=3,1,51,[14=3,3),[111=3,2),(j12=3,21, F 5-0 1 10-0 1 15-6 20-6 27-10-4 34-0 12-0 5-0 5-0 5-6 5-0 7-4-4 6-1-12 04 PROVIDE ANCHORAGE AT BRG JT.4i FOR X0 LBS. LIPUFT. s 3: 5Yf Nnv 11 10 2 5X6 3X8 3X5 15-6— 27-10-4 4 7-10-12 7-7-4 5-0 7-4-4 6-1-12 IACING IPPORT: L. HL TO PK:22-2-8 INTERNAL RISE:1-3-3 R. HL TO PK :14-7-8 LEFT HEIGHT:0-4-1 SPAN -.34-0 RISE:8-10-9 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES -- MINIMUM GRADE OFLUMBER- L D TOP 6-7=0.415 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 12-1=0.583 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@12=0.11 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC - LUMB = 1.15 PLATE =�1 15 --- SPACING-': 24.0 in o -C -- REPETITIVE STRESSES USED N0, OF MEMBERS = 1 WEB 4.10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.W/2-8d nails,or T-brece of some size and grade as web conn, to narrow face w/tOd nails 6 in, o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, USC -94 PLATES ARE M1TEK H2O -186,117 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CAL LY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORART BRACING(WHICH IS ALWAYS REGD)CONS TECT OR ENGINEER. BUTTE COUNTY L APMvVED.l Dec, 1'3, 1996 14PM1. N0; 1460., P. 15/34 [ 526549 ]—______— —_< Customer DEADRAN Thu Dec 12 11:51:01 1996 Project #: RH2286 Truss ID : B4 Family # : 220 Span : Seat 41-0 0-3-8 Quantity : 3 To P:.tch : 5/12 cut . -----------------------__-_____- Bot pitch . 2/12 FORCES - LOAD CASE 01 - REACTIONS SIZE --------- 1-2=-4232 7-8=-2580 8-9= 2370 2-13=-225 6-11=-621 1=-1221 3.50 2-3=-3969 9-10= 2370 3-13= 1557 6-10= 283 8=-1341 3.50 3.4=-1950 10-11= 1925 3-12=-1202 7-10=-482 4-5=-1570 11-12= 1800 4-12= 359 7-9m 95 5-6=-1570 12-13= 2793 4.11=-574 6.7=-2086 13-1s 3931 5.11= 936 PLATE OFFSETS (X=LEFT,T=TOP):[j3=4,1.5],[j4=3,31,[16--3,31,Ij10=3,27,CJ12=3,2],(j13=4,2.5], 4; 5-0 10-0 15-6 20-6 27-4 34-2 41-0 2-0 5-0 5-0 5-6 5-0 6-10 6-10 6-10 4X4 5 RYA 5X6 3X8 5X6 1X4 7-1.0-12 1 15-6 90-6 27-4 34-2 41-0 7-10-12 17-7-4 5-0 6-10 6-10 6-10 :8 B L. HL TO PK:22-2-8 INTERNAL RISE:1-3-3 R. HL TO PK :22-2-8 LEFT HEIGHT:0-4-1 SPAN. -41-0 RISE:8-10-9 RIGHT HEIGHT:0-4-1 LOADINGy (PSF) - MAXSTRESSES--- MINIMUM GRADE OF LUMBER -- L D TOP 2-3=0.649 TOP CHORD:2X4 No.l&Btr GR DF -L BOTT 10 7 LL DEFL.@13=0625 < L/360 WEBS O�:2X4 STANDAARt.DD GR DF -L STR INC - LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in o c.-4 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-12; 4-11: 6-11 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.W/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, USC -94 PLATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNI Dec, 13, 199632 3:17PM No, 1460, P, 23/34 ===*. .. .._2 I __ . 1.0»»= _______�__ - ( 526557 __________ )-------_<��....,.,S>_= Customer : DEADMAN Project #: RH2286 Truss ID : BB20 Thu Dec 12 Family # 11:52:01 199611 . 220 Span : 41-0 0-3-8 Quantity: 1 To Pitch- 2%12 -_Seat cut Bo pitch -- -----2222-- ----------�---2222-- 2712--2222-- FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2=-4232 7-8=-2086 9-10= 2370 2-14=-225 6-12= 48 1=-1221 3.50 2-3=-3969 8-9=-2580 10-11= 2370 3-14= 1557 6.112 696 9=-1341 3.50 3-4=-1950 11-12= 1530 3-13=-1202 7-11=-289 4.5=-1952 12-13= 1532 4-13=-218 6-11=-482 5-6=-1537 13-14= 2793 5-13= 636 8.10= 95 6.7=-2088 14-1= 3931 5-12= 35 PLATE OFFSETS (E=LEFT,Y=TOP):[j3=4,1.5],[j4=3,37,[ 15=4,2.51,[j6=4,2.51,[j7=3,37,[111=4,27,[113=5,21,Ell 4=4,2,51, a 21-9-2 5-0 10-0 15-6.19-2-1-4127-4 34- 41-0 - 5-0 5-0 5-6 -8-142-6-5 5-6-14 6-10 6-10 6X8 6X8 5X6 5 a 5X10 3X4 5X8 1X4 7-10-12 1 15-6 . 2,� 0-6 27-4 34-2 41-0 , 7-10-12 7-7-4 5-0 6-10 6-10 6-10 8 B L. HL TO PK;20-10-1 INTERNAL RISE:1-3-3 R. HL TO PK :20-10-1 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE:8-8-1 RIGHT HEIGHT:0-4-1 LOADING L(PSF) ===MAX STRESSES MINIMUM GRADE OF LUMBER ----------- TOP 2-3=0.649 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 14-1=0.764 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.914=0.25 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB=-=1 15 PLATE -= 1.15 SPACING 24.0 in. o. c REPETITIVE STRESSES USED NO. OF MEMBERS = WEB 3.13 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.eracing conn,W/2-8d nails,or T -brace of same size and grade as web conn. to narrow TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD OR BOTTOM CHORD PER TABLE PLATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLYC EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN THIS DESIGN IS FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT 6 BUTTE CoLrNTY GUILMMZ face w/10d nails 6 in. o.c 16-B, UBC -94 SPECS, UBC-ICBO,TPI-91 DETECT OR ENGINEER. 9 SOF cAL�F°� ,,,',.Dec. C. 19962 3:17PM1. 0,,,>=========== [ 526556 ] N0; 1460,»P _ 22/34_____ -12 Customer : DEADMAN Thu Dec 11:51:54 1996 Project #: RH2286 Truss ID : BB18 Family # ; 324 Span 41-0 ----___Quantity : 1 Top Pitch : 5/12 FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2=-2609 7-8=-2591 8-9= 2378 2.12=-217 6-10=-485 1=-1221 3.50 2-3z-2433 9.10= 2053 3-12= 334 6.9= 293 8=-1341 3.50 3-4=-1889 10-11= 1657 3-11=-450 7-9=-237 4.5=-1674 11-12= 2050 4.11= 447 5-6=-1830 12-1= 2394 4.10= 10 6.7=-2370 5-10z 425 PLATE OFFSETS (X=LEFT Y=TOP):Cj4=4,2.5I,Q 6=3,3),(j10=4,2),(111=3,21, C 5r 8-15 - 11-5-15 117-2-14 23-9-2 29-6-1 35-3-1 41-0 -0 5-8-15 5-8-15 5-8-15 6-6-3 5-8-15 5-8-15 5-8-15 3X4 5X6 5X8 3X4 8-0 16-0 24-0 32-0 41-0 8-0 8-0 8-0 8-0 9-0 :8 L. HL TO PK:18-8-2 R. HL TO PK :18-8-2 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE:7-10-1 RIGHT HEIGHT:0-4-1 LOADING (PSF)---===MAX STRESSES=--- _---=-MINIMUM GRADE OF LUMBER=-==----_--- L D TOP 4-5=0.574 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 8-9=0.685 BOT CHORD:2X4 NO.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@11=0.15 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC LUMB = 1.15 PLATE = 1.15 �- SPACING 24.0 in. -OK -c -� REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF MON-CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC-IC80,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER, COUNTy w A 'C c ov �'reOF " Dec. 1'3. 1996 3:17PM No. 1460 P. 21/34 _j2 .=. 1.0»»=========== [ 526555 ] _______-___«c<,•,v��»»=________ -Thu Customer Project : DEADMAN #: RH2286 Truss ID : BB16 Dec 12 11:51:47 1996 Family# : Span =======41=0 Quantity 1 Top 5_`--12___==__- 1-2=-2528 7-8= 2323 FORCES - LOAD CASE #1 2-11= 106 6-9=-553 _Pitch REACTIONS - SIZE 1=-1221 3.50 2.3=-1966 8-9= 2323 2.10=-553 6-8= 106 7=-1341 3.50 3-4=-1814 9-10= 1913 3-10= 462 4-5=-1814 10.11= 2323 4-10--157 5-6=-1966 11-1= 2323 4-9=-157 6-7==2528 5-9= 462 PLATE OFFSETS (X=LEFT,T=TOP):[16=3,3I,[j9=4,2),[j10=4,2), 3' 7-7-7 1 15-2-14 - 25-9-2 33-4-9 41-0 7-7-7 7-7-7 5-3-2 5-3-2 7-7-7 7-7-7 IX4 5X8 5X8 1X4 7-7-7 1 15-2-14 25-9-2 -4- 41-0 7-7-7 7-7-7 10-6-3 7-7-7 7-7-7 .8 7 L. HL TO PK:16-6-2 R. HL TO PK :16-6-2 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE 7-0-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) y== -MAX STRESSES MINIMUM GRADE OF LUMBER===-=______= L D TOP 1-2=0,617 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 8-9-0.820BOT•CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.15 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 72-4.0 0 in. o. c�. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 2-10; 4.10; 4.9; 6.9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 20 Cont.Bracing conn.w/2-8d nsiis,or T -brace of some size and grade as web conn, to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY,FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. Ua-12 1996 BUTTE COLRNTY rEXR ' z:M01 A 1Z 9'30-00 I ... f- c--13. 1996 2 3:16PM1. o»»===_____==_ No,,.,! 460 P. 20/34 ===<De [ 526554 ________- J = _«,..,.,3».------____= customer—: Project #: Span DEADMAN RH2286 41-0 Truss ID : BB14 Thu Dec 12 Family# 11.51:40 1996 - : - Quantity : 1 Top Ptch 52%12 1.2=-2594 7.8= 2382 FORCES - LOAD CASE #1 2.12= 9? 5-9= 497 REACTIONS - SIZE — 1=-1221 3.50 2-3=-2114 8-9= 2382 2-11=469 6-92-469 7=-1341 3.50 3-4=-1950 9-10= 2234 3-11= 497 6-8= 92 4.5=-1950 10-11= 2234 4-11=-358 5-6=-2114 11-12= 2382 4.10= 102 6-7=-2594 12.1= 2382 4-9=-358 PLATE OFFSETS (X=LEFT Y=TOP):Ij9=4,2),Ejll=4,21, 6-7—�—i 13-2-14 20-6 F 27-9-2 34-4-9 41-0 ,2-0� ' 6-7-7 6-7-7 7-3-2 7-3-2 6-7-7 6-7-7 Shea i cr Er:: cC 1ti"C.C. Connect truss to girder 5x8 3X8 5x8 with Simpson or equal 'A zq .— hangIR4 3X8 3X4 12 11 10 0 a 1X4 5X8 1X4 5X8 1X4 6-7-7 13-2-14 20-6 27-9-2 34-4-9 41-0 6-7-7 6-7-7 7-3-2 7-3-2 6-7-7 6-7-7 , 3X8 L. HL TO PK:14-4-2 R. HL TO PK :14-4-2 LEFT HEIGHT:0-4-1 SPAN:41-0-RISE:6-2-1 RIGHT HEIGHT:0-4-1 LOADIN (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.727. TOP CHORD. -2X4 No.l&Btr GR DF -L TOP 1.6 7 BOTT 9-10=0.573BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@10=0.18 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WED 4.11; 4-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of some size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE M1TEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY ���pONG A P ro"' F �-" fl` 1 L t'�T� sat � .: ..,,Dec, M. 1996.2 3:12PMI . o»»=====__==-- ( 526543 ]=======---=<.cNo. 1460s>;P. 9/34 ------ Customer Project : DEADMAN #: RH2286 Truss ID :BB12 Thu Dec 12 11:50:19 -59 -6 - Family #324 Span ; 41-0 Quantity y 1 Top Pitch : 5/12 1-2=-2614 7.8=-2614 8.9= 2398 FORCES - LOAD CASE #1 2-12=-219 6-10= 622 REACTIONS - SIZE 1=-1221 3.50 2-3=-2432 9-10= 2057 3-12= 322 6-9= 330 87-1341 3.50 3-4=-2466 10-11= 2555 3-11= 570 7-9=-219 4-5=-2565 11-12= 2062 4-11=-303 5.6=-2537 12-1= 2398 4-10= 12 6-7=-2432 5.10=-284 PLATE OFFSETS (X=LEFT,T=TOP):Ij3=5,2.5], U 6=5,2.53, U10=4,2),Ij11=3,2], 4X8 5-7-7_ . 11-2-14 17-5-9 I 23-6-7 29-9-2 35-4-9 41-02-0 5-7-7 5-7-7 6-2-10 6-0-14 6-2-10 —' 5-7-7 15-7-7 { ' S Ieex+k or arcice .:2LI-O'C. 6X10 3x4 1X4 6X10 3 4 S R 1X4 12 11 10 9 3x4 5x6 5X8 3x4 1X4 8-0 i 16-0 24-0 3- 41-0 8-0 8-0 18-0 9-0 8-0 4X8 L. HL TO PK:12-2-2 R. HL TO PK :12-2-2 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE:5-4-1 RIGHT HEIGHT:0-4-1 ----- ---------------------------------- LOADING (PS "I MAX STRESSES MINIMUM GRADE OF LUMBER - TOP 4-5=0.494 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 10-11=0.730BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.910=0.20 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC LUMB = 1.15 PLATE = 1.1S SPACING 24.0 in o.c - REPETITIVE STRESSES USED NO. OF MEMBERS =1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINGCWHICH IS ALWAYS RECD)OONSULT BLDG ARCHITECT OR ENGINEER. 96 BUTTE COUNTY ��d�CONO Bid I]r lr? Nn -3 CA" 11,00 ' Dec, N. 1996j2 3:16PM No, 1460 P. 19/34'___ .� 1- Customer : DEADMAN [ 526553J =_^----- ----=-=<ccci•1v�S»»===----=_ Project #: RH2286 Truss ID : BS10 Thu Dec 12 Family # : 11:51:31 1996 324 Span 41-0 QuantityI Top Pitch : 5/12 FORCES - LOAD CASE #1 REACTIONS - SIZE - 1-2=-2631 7.8=-2401 9-10= 2410 2-14-213 6-12- 290 1=-1221 3.50 2.3=-2401 8-9=-2631 10-11= 2953 3-14= 691 6-11= 79 9=-1341 3.50 3-4=-2216 11-12= 2953 4-14=-894 6-10=-894 4.5=-3190 12-13= 2953 4-13= 79 7-10= 691 5-6=-3190 13-14= 2953 4.12= 290 8-10=-213 6-7=-2214 14-1= 2410 5-12=-256 PLATE OFFSETS (X=LEFT,Y=TOP):Cj5=3,3j,[j11=4,2),Ej13=4,27, 4-7-719-2-14 -11-5 1 20- 26-0-11 31-9-2 36-4- -0 4-7-7 4-7-7 5-8-7 5-6-11 5-6-11 5-8-7 4-7-7 4-7-7 utkih Cr P -r c.^ 2y'0.0 5X10 3X8 5X6 3x8 5X10 4X8 1X4 1X4 a 4X8 14 13 12 11 10 3X8 5X8 3X8 5X8 3x8 9-2-14 14-11-5 1-20-6 1 26-0-11 1 31-9-2 41-0 9-2-14 5-8-7 5-6-11 5-6-11 5-8-7 9-2-14 ~ Connect truss to girder with Simpson or equal hanger. L. HL TO PK:10-0-2 R. HL TO PK :10-0-2 LEFT HEIGHT:0-4-1 SPAN:41-0 RISE:4-6-1 RIGHT HEIGHT:0-4-1 LOADING L(PSF�--=-== MAX -STRESSES -====------==MINIMUM -GRADE OF LUMBER TOP 4-5=0.484 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 10-11-0.723 BOT CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 7 LL.DEFL.012-0.26 < L/360 WEBS :2X4 STANDARD GR DF -L -- -------------------------------------- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NOR -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK 1120-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BJTTEl�O �`Lth1TY� 1� .-13. 3:15 PM1. No160 ., P. 18/3 ===<Dec _19962 0,>>>___=======_ 526552 �12,11:51:21 Customer DEADMP,N Thu�Dec 1996 Project #: RH2286 Truss ID . BB8 Family' : 324 Span41-0 Quantity : 2 Top Pitch : 5/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE ' Y — 1-2=-7216 7-8=-6004 10-11= 6654 16.17= 8871 2-187. 369 5-15=-241 8.12= 2315 1=-3053 3.50 2.3=-6513 8.9=-6513 11-12= 6654 17-18= 6654 2.17--700 5.14= 0 9-12=-700 10=-3173 3.50 3-4=•6004 9-10=-7216 12-13= 8871 18-1= 6654 3-172 2315 6-14=-241 9-11= 369 4-5=-10257 13.14= 8871 4-17=-3276 7-14= 1593 5.6=-10257 14.15= 10257 4-16= 553 7.13= 553 6-7=-10257 15-16= 8871 4-15= 1593 7-12=-3276 PLATE OFFSETS (X=LEFT,Y=TOP):(j5=3,3),014c4,2),015=3,21, -7-7 -2-14 12-7-9 17-10-8 1 23-1-8 1 28-4-7 -4-9 1-0 -7-7 -7-7 5-4-11 5-2-15 5-2-15 5-2-15 5-4-11 -7-7 -7-7 r ShLOCAL or 8rnce 214" O.C. 4X8 5X10 4X8 / 5X6 3X4 4X8 5X10 4X5 ` J/ S 6 7 8 4X5 08 10 18 17 16 15 14 13 12 11 3X4 4X8 3X4 7X6 7X8 3X4 4X8 3X4 -7-7 -2-14 12-7-9 17-10-8 1 2 -1- -4- 33-9-2-- 7-4-9 1- -7-7 -7-7 5-4-11 5-2-15 5-2-15 5-2-15 5-4-11 -7-7 -7-7 Connect truss to girder with Simpson or equal —JAA\-3'--2A--k-- hanger. L. HL TO PK:7-10-2 R. HL TO PK :7-10-2 LEFT HEIGHT_:0-4-1 SPAN:41-0 RISE:3-8-1 RIGHT HEIGHT:0-4-1 LOADING '(PSF) 'MAX STRESSES MINIMUM GRADE OF LUMBER w L D, TOP 4-5=0.604 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 14-15=0.806BOT CHORD:2X6 No.1 GR DF -L BOTT 0 7 LL.DEFL.@14=0.42 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC---LUMB = 1.15 PLATE = 1.15= -'^^--SPACING =: 24.0 in. -�o. c====-- -- REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LSS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1-10= 46 10- 1= 104 2 MEMBERS HAILED TOG. W/1 ROW(S) OF 16d NAILS 12 in. o.C,(TOP CHS.),AND 1 RW(S) OF 16d NAILS 12 in, For webs use 1 RW of 16d NAILS 12 in. o.c. PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LT(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REQD)C9 BUTTE COUNIJITY SUM)! NIS i'r r k o.C(BOTT. CHS.) , UBC-ICBO,TPI-91 X[TECT OR ENGINEER. Dec. 1'3. 199632 3:18PM No. 1460 P. 25/34 = -Customery 1.0»»= _____ ___� --------- 526559 J =__________<..., - _ DEADMAN Thu Dec 12 11.52:14 1996 Project #: RH2286 Truss ID . C Family y # 105 Span 16-0 : i Top Pitch 5/12 --Quantity TOP CHORD BOTTOM CHORD WEBS REACTIONS - S1ZE APPROVED FOR MITEK INDUSTRIES INC. x 1-2=-2279 5-6= 2101 2-8= 408 1=-1178 3.50 , 2-3=-1527 6-7= 2101 2-72-752 5=-1298 3.50 3.4=-1527 7-8= 2101 3-7= 995 4-5=-2279 8-1= 2101 4.77--752 4-6= 408 3: 4-1-4 8-0 11-10-12 16-0 2-0 4-1-4 3-10-12 3-10-12 4-1-4 4X4 --- . --w &A-► 1 4-1-4 (8_0 11-10-12 16-0 4-1-4 3-10-12 3-10-12 4-1-4 --' :8 L. HL TO PK:8-8 R. HL TO PK :8-8 LEFT HEIGHT:0-4-1 SPAN:16-0 RISE:3-8-1 RIGHT HEIGHT:0-4-1 -------_------------------ ------------------------------------------------------ ---------------------------------------------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.161 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 6-7=0.462BOT CHORD:2X6 No.l GR DF�-L BOTT 0 7 LL.DEFL.07=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in o c REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5= 46 5- 1= 104 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. EIJTTE C01 -W ?TY �, 1 •,. ,Kers- , �.,..�,. � Dec, 1'3. 19_963` 3:18PM 1460, P. 24/34 -- Customer DEAbMAN _ 526558 ] _______====<No ,,...JS> Dec., _ ------ — __-- Project #: RH2286 Truss ID CG Thu 12 Family # : 11:52:09 1996 , 105 Span : 16-0 Quantity. 2 Top Pitch ,. 5� 12 --- - - ------------------------ -------------------------- TOP CHORD 1-2=-12130 BOTTOM CHORD 5.6= 8188 WEBS 2.8= 2470 REACTIONS - SIZE 12-5644 3.50 APPROVED FOR MITEK INDUSTRIES INC. 2-3=-8145 6-7= 8188 2-7=-4096 5=-3349 3.50 3-4=-8145 7-8= 11340 3-7= 6087 4-5=-8758 8.1= 11340 4.7=-717 4-6= 55 PLATE OFFSETS (X=LEFT,Y=TOP):(j3-4,2),Ej8=5,1.53, 3; 4-1-4 I 6-0 11-10-12 I 1B-0 .2-0 4-1-4 3-10-12 3-10-12 4-1-4 6X8 .0^w 8-0 4-1-4 3-10-12 3-10-12 4-1-4 6+3x6 L. HL TO PK:8-8 R. HL TO PK :8-8 LEFT HEIGHT:0-4-1 SPAN:16-0 RISE;3-8-1 RIGHT HEIGHT:0-4-1 LOADING (PSF)y MAX STRESSES - MINIMUM GRADE OF LUMBER - L D TOP 1-2=0.472 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 7-8-0.647 BOT CHORD:2X10 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@7-0.11 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) ' LUMBER PLATE TYPE 1 1.15 1,15 UNIFORM 1- 5= 46 5- 7= 14 7-•1= 629 CONCENTRATED 7= 3100 WEB; 3-7 TO BE 2X4 No.1&Btr GR DF -L 2 MEMBERS NAILED TOG. W/1 ROW $) OF 16d NAILS 12 in. o.c,(TOP CHS.),AND 1 ROWS) OF 16d NAILS 3 in. o. For Webs use 1 ROW of 16d NAILS 12 in. o.c. kOp, PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPTAS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN )DESIGN CONFORMS WITH IGN SPECS, UBC -I -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD LT BLDG ARCH ITE 1 INEER. BUTTE COUNTY 11*t NO - 1 -1 � OF '-Dec. 1'3, 1996 3:19PM No. 1460 P. 27/34 ===ccccr,�.c.a-32 vv -t1.0»»========_== [ 526561 ] =-=========««MUSS»»========= Customer : DEADMAN Project #: RH2286 Thu Dec 12 Truss ID JG Family # 11:52:20 1996 : 201 Span. _-------------------- 8-0 _____----_���_--- -Quantity 1 Top Pitch --------- - 5/12 TOP CHORD 1.22-2099 BOTTOM CHORD WEBS c-5= 1949 2-5= 1384 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1=-1561 3.50 2-3= 0 5-10 1949 2-4=-2099 4.1561 3.50 3-4=-89 PLATE OFFSETS (X=LEFT,Y=T0P):[12=4,1.5), 4-0 8-0 4-0 4-0 1X4 3X10 Connect truss to girder with Simpson or equal --4r_?`I-- hanger. 4-0 8-0 _�X6 4-0 4-0 L. HL TO PK:8-8 LEFT HEIGHT:0-4-1 SPAN:8-0 RISE:3-8-1 RIGHT HEIGHT:3-8-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.208 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 5-1=0.592 BOT CHORD:2X8 No.1 GR DF -L BOTT 0 7 LL.DEFL.@5=0.03 < L/360 WEBS :2X4 STANDARD GR DF -L ------------------------------------------------------ STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. *c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 3= 46 4- 1= 359 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICALLT(EXCEPT AS SHOWN)OESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. &J-17ECOUNTY E itif 13_19962 3:19PM=========_=w====-___ No, 1460, P. 26/34__-- 1.0»»= - [ 526560 J =1460,».�______ - Cust�omer- DEADMAN J8 aum1Dec 12 11-52:18 1996 Project # RH2286 Truss ID y ## : 201 ==Span ==---=-8-0Quantity ?$=---------- Top -Pitch -. 5/12 FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2= 0 3-1= 0 1=-351 3.50 2-3=-177 3=-231 3.50 -0 8-0 8-0 1X4 Connect truss to girder with Simpson or equal hanger. 3X4 8-0 , 8-0 ' L. HL TO PK:8-8 LEFT HEIGHT:0-4-1 SPAN -.8-0 RISE:3-8-1 RIGHT_ HEIGHT:3-8-1 LOADING (PSF) -y yMAX STRESSES y MINIMUM GRADE -OF LUMBER - L D TOP 16 7 TOP 1-2=0.580 TOP CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 BOTT 3-1=0.379 LL.DEFL. < L/360 BOT CHORD:2X4 No.l&Btr WEBS :2X4 STANDARD GR DF -L GR DF -L STR.INC LUMB = 1.15 PLATE = 1.15 REPETITIVE STRESSES USED SPACING - 24.0 in o NO. OF MEMBERS = 1 c TRUSS HAS BEEN CHECKED FOR 10 PSF NOH -CONCURRENT LIVE LOAD AND S.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)COHSULT BLDG ARCHITECT OR ENGINEER. MJT1'E-: COUNTY -a V E Dec, 13. 1996. 3:19PM --<� N .,2 „=L 1.0=========== L 526562 ______==--=c <<o. L%UbS>>> ---_` �Cus4omer DEADMA»» N Thu Dec 12 11.52:24 1996 Project #: 8 0286 Truss ID : J6 Family # . 3 3 Quantity 6 Top Pitch 52%12 FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-150 4-1= 137 2-4-181 1=-351 3.50 2-3= 0 1 -231 3.50 3-4=-60 2-0 5-2-14 8-0 5-2-14 2-9-2 5X6 1X4 with Simpson or equal L -%j 1-14 — hanger. 3X4 8-0 8-0 L. HL TO PK:5-8-2 LEFT HEIGHT:0-4-1 SPAN:8-0 RISE -2-10-1 RIGHT HEI =__--------------------------- GHT:2-6-4 LOADING (PSF) MAX STRESSES F MINIMUM -GRADE OF LUMBER- - - L D TOP 1-2=0.196 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 4-1-0.385 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0,00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. - REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,1(.7 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-1CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Qs BU77-E ON NO. Cal; `P r% , VE D EXP 9-30-00 c. N. 1996 2 3: 20PM No, 1460 P, 29/34 ===<De 1.0»»===_______= - .--.526563 Customer : DEADMAN [ ] _------_ -<«<,•,�,,S»»===_=____ Project #: RH2286 7 8_0- Truss : J4 Thu Dec 12 Family : 11:52:27 1996 2 3 3 --Span Quantity : 6 Top Pitch . 5 12 / - -------------- FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2=-258 4-1= 235 2.4=-246 1=-351 3.50 APPROVED FOR MITEK INDUSTRIES INC. 2-3= 0 3-4=-106 40-231 3.50 2 2-0 3-2-14' 5-0 3-2-14 4-9-2 P__�w .,.,. „`... a Uaa W y1fUCF with Simpson or equal .. . L-,).— hanger. rate 2'rcc X4 3X4 8-0 8-0 L. HL TO PK:3-6-2 LEFT HEIGHT:0-4-1 SPAN:8-0 RISE:2-0-1 RIGHT HEIGHT:1-8-4 ------ - ------ LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2-3=0.202 TOP CHORD:2X4 No.I &Btr GR DF -L TOP 16 7 BOTT 4-1=0.389 BOT CHORD:2X4 No,l&Btr GR DF -L BOTT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR,INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24,0 in. o, c. - REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOUN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUITE O"Ty - DEL: 995 oQ�o�lo,�'tt A f n RV D w NO. C049919 DCI? 9,30-00 -,>I!"CJVlL ��P F CAL11;CI R ==—D ec.19963. 3:20PM J --______-- N°, 1460 P. 30/34 526564=c��-16.A%dsS__ ; Customer DEADNlAN Thu Dec 12 11:52:30 1996 Project #: RH2286 Truss ID : J2 Family # 33 --Span----_-8_0-------- Quantity : 6 Top Pitch 52/12 FORCES - LOAD CASE *1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-333 4-1= 296 2-4=-297 1=-351 3.50 2-3= 0 4=-231 3.50 3-4=-1S2 2-0 1-2-14 8-0 1-2-14 6-9-2 r1 t l - - Connect truss to girder with Simpson or equal -- I-" 34 .-- hanger. ►M 3X4 8-0 8-0 L. HL TO PK:1-4-2 LEFT HEIGHT:0-4-1 SPAN:8-0 RISE:1-2-1 RIGHT HEIGHT:0-10-4 ------------------------____________=_-__________=_ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - L D TOP 2-3=0.407 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 4-1=0.391BOT CHORD:2X4 No-1&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. C= REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOM AND 5,00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARE MITEK M20.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. MJTTE COWry rruVED D;c, 13. 1996 3:20PM No, 1460 P, 31/34 32 .=L 1.0=====_===== Customer : DEADMA»»[ 526565 N Thu Dec 12 11.52:33 1996 Project #: 2Fio286 Truss ID : S2 Family: Quantity : 6 Top Ptch : 5/12 Puant�t FORCES -LOAD CASE 01 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3-1= 0 1=-171 3.50 2.3= 0 3=-26 3.50 2=-39 1.50 2-0 2-0 2-0 2 2-0 2-0 Connect truss to girder With Simpson or equal L,Sd 24 — hanger. L. HL TO PK:2-2 LEFT HEIGHT:0-4-1 --- SPAN:2-0 RISE:1-2-1 RIGHT HEIGHT:1-2-1 LOADING L(PSF MAX STRESSES---------------------------�-------_______= MINIMUM GRADE OF LUMBER TOP 1-2=0.027 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 3-1=0.018 BOT CHORD:2X4 NO 1&Btr GR DF -L BOTT 0 7 LL.DEFL. c L/360 WEBS - ---------------- --------------- :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in o. c - REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS VITH NDS DESIGN SPECS, U8C-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(VH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. n, cc 1 � 1995 Dec, 0. 1996 3 : 21 PMNo. 1460 P. 32/34 `=l .0»»=========== E 526566 ] ___=___-===«<ci•�vaa»»-==__=__= -Customer :• DEADMA� N -Thu Dec 12 11:52:35 1996 Project #: RH2286 Truss ID : S6 •Family # : 205 Span 2-0 Quantity- Top 6 Pitch 5/12 -----------------_....- ----------------- FORCES - LOAD CASE IVI REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2= 0 3-1= 0 1=-171 3.50 2-3= 0 3=-26 3.50 2=-279 1.50 2-02-0 4- 2-0 3X4 2-0 2-0 Connect truss with Simpson v2 __._.- to girder or equal hanger, 4L. HL TO PK:2-2 'LEFT HEIGHT:0-4-1 SPAN:2-0 RISE:2-10-1 RIGHT HEIGHT:1-2-1 '!LOADING (PSF) MAX STRESSES ,-- MINIMUM GRADE -OF LUMBER - -- L D TOP 1-2=0.027 TOP CHORD:2X4 No.1&Btr GR DF -L .TOP 16 7 BOTT 3-1=0.018 BOT CHORD:2X4 No.l&Btr GR DF -L I'BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMP, = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, USC -94 NOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN i PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) lPLATE MUST BE INSTALLED ON EACH FACE OF JOINT, STMMETRICALLT(EXCEPT AS SBOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. P �. DEC 12 1996 TYAfPj0 VED NO. CDMI9 EXP 93.3= sr CMI. R OF CAPoo 'LILC:. J. 1996 E,:41HM MILK INVUS1RIES N0.93E P.2 SL —.2 STANDARD GABLE 'END DETAIL, G/4(14, WIND SPEED $e MPH, MEAN WALL HEIGHT 13 FT. FINPAM BT PCM11 a*st NOTES TOP CHORD MAY BE NOTCHED FOR Zu OuTt.00KEL2mm * DIAGONAL OR L -BRACING INSTALLED FLATWISE d24 -D.C. WIN. ON CABLE END WITHTRUSSES AT 24' O.C. VERTICALS 01W O.C. MAX WITH NO VERTICAL REQUIRED U REFER TO TABLE BELOW+STLoQS roE� is- cAa�elE NOTCHED Mu�iBEanniv�SHEATHED D SNEATHINp 4X4 ON ONE FACE OR CONTINUOUS 2X4 92 OR BTR SGB MUST B e� 2X3 TTF. ATTACHED TO ONE FACE OF THE TOD CHORD IF CABLE STU EXCEED it O.C. AND A MO DOES NOT FALL UNOER EAG( NOTCK CONNECT SGB WITH I.ROW OF 10D COMMON WIR NMLS SPACED AT Ir O.0 MAX Twi LWc OVMCPKFR LEN 12 VARIES TO COKida-TROSS MM: Imlm CONT. BEARING. 3X8 SPL. OPT SPAN TO 'MATCH COMMON TRUSS. TYPICAL 2x4 L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS. 8. O.C. VERTICAL STUD SECTION A -A. 3XS 2X4 LATERAL =UIRCING As END -W �1 FURRUIG STRIP OR LATH _ LATERAL BR,ACD4G NAILING SCHEDULE. VERT. HEIGHT. N NAIL AT Q END UP TO 7-8' 2 - I6d ` 12 INCH O.G ; 3 - 18d OYER 8-61 4 - 1Qd MAXIMUM VERTICAL. STUOS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE ` 12 INCH O.G ; 5-7-2 1x312 i9-4•-11 18 INCH O.C. 5-1-8 12-4-12 uveas 2x4 STUD OF -L 24 INCH O.C. o o DEC 0 5 199 * No. COd991 EXR 4-30-00 LOADING(PSF) STR. NOTE: !.VERT. HAO BEEN CHECXED FOR $8 WH NINA LOAD, WAN WALL HEIGHT OF 15 FT, Al0 L/248 DFFL CRIT. 2,C0**CTIOH BETWEEN BOTTOM"CHORD OF GABLE ENO TRUSS AhU WALL TO BE PROVIDEO, BT 'PROJECT FINGL4ER OR ARCHITECT: 3FORR BRRACINGTIHSTATHIS iTIa*t OTOCAHTRACTOR 4.8RACING SHOWN IS FOR IDUAL' TRUSS ONLY. CONSULT � P=ZT Lim E OR T MINIMUM GRADE OF -LUMBER T.C. 2xt No.1 S I CF -L PI -S2 Crit, �Z B.C. 2X4 No.1 91 0=-L 16C -9!i � o: •� uveas 2x4 STUD OF -L o o DEC 0 5 199 * No. COd991 EXR 4-30-00 LOADING(PSF) STR. INCR. IS X L TOP 3:6 1'1 DRAWN BY J8 I sr cIry BOTTOM 8 18 CHECKED BY i JAI SPACINGI 2i Inch O.C. REE?. STRESS YES HiTek Industries Inc. Approved for M1Te nc ERJ17IE WUNTY 1 OWAR-M I m0VE? .s.. �'�rs�;kms r=xK 'oxo°a't ^vi -'•` to MOSS LUMBER TRUSS DEPT. PROVIDE 2X4 OF: LATERAL BRAND ROOF SHEETING PER PLANS W/3 8d TO BLOGK BOTTOM 2X BLOGKING NOT KEQ'D TOP TYP. EVERY .16"-O'. W/ CONT. LAT. BKGG. PKEMANUFAGTUKED TRUSSES 6D 24' O.G. 2X BLOGKING W/ 4 8d TO DBL. TO BEAKING WALL DBL TOP PLATE 2X STUDS 16' O.G. TYP. U. N. O. 2X DBL TOP PLATE5. NOTE: BRAGING TO PREVENT ROTATION LATERAL MOVEMENT IN AGGORDANGE W/ UBG SEG. 2326.12.8 NOT TO BE USED FOR HOIZONTAL, OR VEKTIGLE SHEAR TRAN5FER LATERAL BRACING DETAIL Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 104 nails at 12" o.c. These rules only apply to residential 2'o.c. truss applications with greater than 3/12 pitch. Chief Engineer Western Division RY/cj P.E., S.E. C�/��P \�F CAtrr/� BUTTE 0",41TY BUILDING P OY REXAM ® MTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 ® RANCHO CORDOVA CA 95670 MiTek USA FAX (916) 631 8225 TELEPHONE (916( 631 7811 January 23, 1996 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 104 nails at 12" o.c. These rules only apply to residential 2'o.c. truss applications with greater than 3/12 pitch. Chief Engineer Western Division RY/cj P.E., S.E. C�/��P \�F CAtrr/� BUTTE 0",41TY BUILDING P OY REXAM This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ° - CAUTION: A CAUTION identifies safe operating JA practices or indicates unsafe conditions that could result in personal injuy or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilitvofthe installer(builder building contractor, licensedcontractor. erector or erection contractor) to properly receive. unload, store, handle, installand brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions couldresult'in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages - arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- RUSS STORAGE dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on. rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain: WARNING: Do not break banding until installation A begins.,Care should be exercised in banding re- Jto avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically= should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are ' laced in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 '4- F U 'to 24' 1 3/12 1 8'1 17 1 12 end verticals. Ovar 24' - 42' 1 3/12 1 10 1 6 12.5' Ov ar 42' - 54' 1 3i 12 1 6'1 6 1 4 nal b -acing. Diagonal bracing should be nailed Over 54' See a registered professional engineer are.attached to the topside of the top chord. DF = Douglas Fir -Larch MONO TRUSS a SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi- ti 00� ,yap e5@F �ti ✓ \ Diagonal brace 50" also required on 4.2' end verticals. 1/2" ° �I 150" 3/4" 12.5' Top chords that are laterally braced can buckle tog a-herand cause collapse ifthere is diago- no nal b -acing. Diagonal bracing should be nailed totha underside of the top chord when purlins ?q• or are.attached to the topside of the top chord. /e"8 MONO TRUSS a PLUMB 6 L =45° 12 —13 or e greater s/ \ a. ice\ All lateral braces lapped at least 2 trusses. Continuous Toy Chord Lateral Brace Required 10' or Gr( AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. - I I ' I Truss I , Depth Attachmi Requirec ±1/4 U U200 or 2" T D(n) i +1/4 Lesser of I L/200 or 2" Lesser of D/50 or 2" Maxinum Plumti Misplacement Line L(In) U200 "L(ft) 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(In) Ue00 ; L(ft) 200" 11" 16.7' 250" 1-1J4" 20.8' 300" 1-T/2" 125.0 - OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. ° DANGER: Under no circumstances should AWARNING: Do not cut trusses. ® construction loads of any description be placed on unbraced trusses. Frame 6 WARNING: Do not attach cables, rchains, or 1AP hooks to the web members. j�'� MECH� so° `/6o° or less or less I.N$TAl TagT�,_,P_� roximately Approximately Tag Line/ russ length �� truss length `� Line Truss span=. less than 30'. Spreader Bar Txe In —Toe o-. Spreader Bar Too lin ' App••:ximately '/. to Y:-.,,uss length Less than or equal to 60' Approximately ':s to'nnruss length Less than of equal to 60' 7I Tai Lige WARNING: Do not lift single trusses with spans greater than 30',by the peak. ' Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, e1c. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Stronc back/ Spree�derBar Tag / Line Strongback/ SpseaderBar 10, Approximately_ 3,13 to 3/, truss length Greater than 60' 10'_1 10' _ ' Toe In At or above mid-heig-it I_ Approximately _I 36 to 3/J truss length Tag Tag Line Lice Greater than 60' a CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of attachment trusses withsimilar configurations. Consult a registered professional engineer if a different bracirg ar-angement is des'red. The engineer may design bracing in accordance with TPI's Recommended Design S edfication for Temporary ryBracin cf Metal Plate Connected WoodA, 7 Trusses, D:SB-89, and in some cases determine that a wider spacing is possible. Nd�*i OU7010111BR�4CING BUI„LDING INTERIOR � i c tirues of b•a OUP of Vusses Ind brace EB) Groun ¢i �, Ia*ralI& brace �L d' nal. (GBD) Note: 2^d r system shall have ad ate capacity to ss -sport grount 2^d floor Top Chord .1 LLJ Ground brace diagonals (GBD Ground brace vertical (GBV) Backup ground stake DrLoen Iatfloor ground stakes CAUTIO?4: Ground bracing required for all installations. Frame 2 Typical vertical . End Wall ide attachment Fran ` 7 Block G®und Brace Verticals, (CBy) . brace �� t 1; use of braced lateral (LB ,p \ oup of Losses jEnd.br� (EBS I L strut (ST) Typical horizontal tie member n ilh multiple stakes (HT) DF - Douglas Fir -Larch SP - Southern Pine Required HF - Hem -Fir SPF - Spruce -Pine -Fir j 20'(013 s� 10T�0SSeS I I �a All lateral braces lapped at least two trusses. The end ciagonal brace !^ for cantilevered End diagonals are satn for It usses must be stability and must be dupacat on pta--ed on vertical both ends of the truss system. vrebs in line with the support. 11111 21MMOMM AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Topchods lh4t ere laterally braced ran buckle togetherand cause collapsed there is no diago- nal bracing. Dfagonal bracing should be nailed to the urdersi ie 3f the top chord when purlins are attached to the topside of the top chord. e r� � All lateral braces lapped ° at least two 0 trusses. End diagonals are essential for stability and must be duplicated both ends of the truss system. 30 (OB is T��Sses � @ ?' O.C. Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - 3'A" J i /t f Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. � 'TOP CHORD ; I CHORD TRUSS TOP CHORD11.15. DIAGONAL BRACE ' MINIMUM LATERAE BRACE SPACING (DBg) SPAN; DEPTH SPACING'(LBs) #.trusses Top chords that are laterally braced ran buckle SP/DF SPF/HF ': Up to 32' 30" 8' 1610 Ovar 32'_ 48' 42" 6' 6 4 Ov-3r 48'- 60' 48" 5' 4 2 Ovzr 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine Required HF - Hem -Fir SPF - Spruce -Pine -Fir j 20'(013 s� 10T�0SSeS I I �a All lateral braces lapped at least two trusses. The end ciagonal brace !^ for cantilevered End diagonals are satn for It usses must be stability and must be dupacat on pta--ed on vertical both ends of the truss system. vrebs in line with the support. 11111 21MMOMM AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Topchods lh4t ere laterally braced ran buckle togetherand cause collapsed there is no diago- nal bracing. Dfagonal bracing should be nailed to the urdersi ie 3f the top chord when purlins are attached to the topside of the top chord. e r� � All lateral braces lapped ° at least two 0 trusses. End diagonals are essential for stability and must be duplicated both ends of the truss system. 30 (OB is T��Sses � @ ?' O.C. Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - 3'A" J i /t f Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. �:�i;2i4/2k6PARALILIELiiiiiContinuous CHORD TRUSS Top Chord _:.:. Lateral Brace T Required Top chords that are laterally braced ran buckle togetherand cause collapse ifthere is no diago- 10' or Greater nalbraeing. Diagonal bracing should be nail ed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment DF - Douglas Fir -Larch SP - Southern Pine Required HF - Hem -Fir SPF - Spruce -Pine -Fir j 20'(013 s� 10T�0SSeS I I �a All lateral braces lapped at least two trusses. The end ciagonal brace !^ for cantilevered End diagonals are satn for It usses must be stability and must be dupacat on pta--ed on vertical both ends of the truss system. vrebs in line with the support. 11111 21MMOMM AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Topchods lh4t ere laterally braced ran buckle togetherand cause collapsed there is no diago- nal bracing. Dfagonal bracing should be nailed to the urdersi ie 3f the top chord when purlins are attached to the topside of the top chord. e r� � All lateral braces lapped ° at least two 0 trusses. End diagonals are essential for stability and must be duplicated both ends of the truss system. 30 (OB is T��Sses � @ ?' O.C. Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - 3'A" J i /t f Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. DF - Douglas Fir -Larch SP- uthern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ' Ot \egg 11 WARNING: Failure to follow these recommendations could result In severe personal injury or damagetoptrusses or buildings. U -.o 28' 1 2.5 7' 17 12 Ove r 28' - 42' 3.0 6' 9 1 6 Oto e r 42' - 60' 3.0 1 5' S 1 3 Over 60' See a registered professional engineer DF -:Douglas Fir -Larch SP - Southern Pine HF -;Hem-Fir O/ , js r d Gss � a TO CHORD SA,p Top chorda that are laterally canbuckle S LATERAL: BRACE; SPACING (DBS SPAN' PITCH SPACING(LB O ti '` Up to 32 'OF chords that are laterally braced can buckle =45°a ri iago- .ogee erand cause collapse H there is no diago- Over 32'- 48' nal3eacing. Diagonal bracing should be nailed nal 3sacing. 6 -o the. underside of the top chord when purlins Over 48'- 60' are adached to the topaide of the top chord. 5' DF - Douglas Fir -Larch SP- uthern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ' Ot \egg 11 WARNING: Failure to follow these recommendations could result In severe personal injury or damagetoptrusses or buildings. U -.o 28' 1 2.5 7' 17 12 Ove r 28' - 42' 3.0 6' 9 1 6 Oto e r 42' - 60' 3.0 1 5' S 1 3 Over 60' See a registered professional engineer DF -:Douglas Fir -Larch SP - Southern Pine HF -;Hem-Fir TOP CHORD' I1H TO CHORD DIAGONAL BRACE Top chorda that are laterally canbuckle MINIMUM LATERAL: BRACE; SPACING (DBS SPAN' PITCH SPACING(LB #trusses ti '` Up to 32 412 8 20 15 Over 32'- 48' 4/12 6 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP- uthern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ' Ot \egg 11 WARNING: Failure to follow these recommendations could result In severe personal injury or damagetoptrusses or buildings. U -.o 28' 1 2.5 7' 17 12 Ove r 28' - 42' 3.0 6' 9 1 6 Oto e r 42' - 60' 3.0 1 5' S 1 3 Over 60' See a registered professional engineer DF -:Douglas Fir -Larch SP - Southern Pine HF -;Hem-Fir SPF - Spruce -Pine -Fir Continuous Top Chord Top chorda that are laterally canbuckle Lural Brace 9y F� All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 ti '` to the underside of the top chord when purlins trusses. are attached to the topside of the top chord. 10'.or Greater Ftachment I Pequ"red Frame 3 4' braced Top chorda that are laterally canbuckle 9y F� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed ti '` to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. j0 s � o W.EB MEMBER; PLANE AO Permanent ossP moo. s continuous?, lateral bracing 90 as specified by the truss engineering. All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' intervals. G Frame 4 047-430-009 PERMIT#97-0006 GREGOIRE, JOA ,-7 Felicidad Ln., Chico Cont: North State Electric & pump Ele for Fire Protection System f7- 4V" . OFFICE COPY j,CJ Addr6ss cv— GAS Date ---- 'Meter BY ELECTRIC Date Meter BY ,41„ COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Galifornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND HERMIT` ASSESSOR PARCEL NUMBER 47-43-09 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7 LAKE V&ST DRIVE CONTRACTOR'S NAME FORTH STATE * TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace CONSTRUCTION LENDER UNXNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS I Penalty $ BUILDING ADDRESS F'ELICIDAD LM, CAI00 PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAMEPAR�EL MAP I Solar Of heat pump water heater 23,00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 1 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE PROTECTION STSTIM U=MCAL � Mobile Home S I G W @20.00 PERMITFEE s Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service ( 200A OR LEss ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 I 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. �� q I License Class ( C.� 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. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR so. OR ADON ( a BLOB. ) 3.5¢ FT. NEW CONSS T. MULTI -TI- OUTLET NOWRESID. ( BRANCH CIRCUITS ) @7.50 POWERAPPARATUS (a SINGLE OUTLET CIA. ) Ex. Occup. (OUTLET OR FIXTURES) BAL Ca . 0 FIXED APPS. OR W Ex. Occup. (OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRF TNSP 23.00 PERMITFEE $ 66.00 Contractor WORKERS' COMPENSATION DECLARATION `• 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation,' -as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as.required by Section 3700 of the Labor`Codg for the performance of work for which this permit is issued. My workers' compensation- insurance crier and policy number are: Carrier Policy Number \. 1I (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 mariner so as to become subject to workers' compensation laws of Californi1, 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 m, Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITTEE $ Contractor Mobile -1-16m e Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE' TOTAL,FEE $ 66.00 [This HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD I ISSUE 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. B //laV'.. y> >-� Date y U PERMITEXPIRESON % (Date) ReceiptNo. 206986 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,r COUNTY OF BUTTE:tA n BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _ 1469 Humboldt Road, Chico, CA' (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541' �++ ~-la.747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE •,` OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work s is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont his office immediately. ; W r Date ( /lnspector4j.,t�— . r REV 10/92. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMI NO. APPLICATION AND PERMIT 7_ ASSESSOR PARCEL NUMBERZONING 47-43-09 BUILDING PERMIT OWNER JIN GREGOIR891-8865 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2607 LAKE WEST DRIVE CONTRACTOR'S NAME NORTH STATE ECR TELEPHONE 891-5545 CONTRACTORS MAILING ADDRESS 6 FREIGHT LANE, CHIC0 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS FELICIDAD LANE, CHICO PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE PROTECTION SYSTEM ELECTRICAL Mobile Home S G FFI @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service e00V OR LESS ( 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f II force and effect. License Class ' — Lic. No. --s-Sq OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Coltractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. ) SO. 3.5¢ Fr. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q I.00 �L Ex. Occup. ( OUFIXED TLETSPRESID.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE TNqP 2-3-00 PERMITFEE $ 66.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ► I :Z 41-s- 3 (The above sections need not completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c ply with those provisions. X Date Signature of'Applicant - ❑ Owner 4Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / By ate s PERMITEXPIRESON / d IF (Dale) Receipt No. 206986 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �COUNTYOFBUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDINGDIVISION 1 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER JbA- PERMIT APPLICATION DATASHEET G�ct�-o�� Proposed Building Use e R. No. 7 7 '4 G� Building Inspector Date - !o --r'7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: I DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 34. All items havebeen submitted. ........... e ....................... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... . Complete plans, 3/4 sets, signed by preparer of plans. ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $......................................... Impact fees as shown on attached schedule. � ,.. ' California Department of Forestry plan approval/fees. ....................... Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . .......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ..... . Pre -Inspection requeg- Pre-inspection for required. .. to Building Inspector L (Date) Contractor's license information. (No., Name Style, Classification) ............... Certificate of Workmans Compensation Insurance . .......................... 1 Owner -Builder Verification (Given to owner , Mail to owner ............ '. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or.(A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . Exist. violations/expired permits . ................. Plan � est. X56. ....:�;� . 0' ..,� .................. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant '/Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date :• By The following data must be submitted prior to permit issuance: (Circle new item not c 1. Index permit for above items No. 2. Additional items required: above). Contractor, designer, owner, was advised of above required data by _ phone _/mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works PRE -INSPECTION OWNER: �O fv 6<e 6G DATE LOCATION: t r G ► 6AD Lhi A.P. # CONTRACTOR:- az olz:-f- -5-f do -re- C , ZONING INSPECTION FOR : SCC?r/Z) C 1-� C _ s t J "G� ;T® P14E- (2-o- � i �--c-Tr,m_ �S 'f A p ��E C✓o S's' 1J/�"� DATE TO INSPECTOR I - 77 7 PERMIT HISTORY: NONE Q AS FOLLOWS:L2 TYPE OF OCCUPANCY ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- FIELD - INFORMATION BUILDING USAGE: J\20 6l", TENNANT: [ ] OCCUPIED D HAS ELECTRIC �= HAS GAS = HAS SANITATION FACILITIES = HEATED -COOLED OTHER COMMENTS: PERSON CONTACTED ACTION ECOMMENDED: ISSUE HOLD FOR OTHER: BY DATE in ,1 $6 ®1L 6&&ua4exM 3080 Thorixtree, #25 Chico, Cali%rxiia 959'73 Office: 4(530 899-8988 Cell: 4(530, 624-3639 Licen.ae **: 833994 109'Atau bov s f 1.0ir IPLJN%3 do t s q's e r F -L- I Ca 0 Pt.) Cqc-�, art' 0 10 20 30 40 50 GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' Assessor's Parcel Number: of ®®- © � ® - e ( Size (Acres) 4s 4 '39 4 -t-5— -;� Owner Name / Address / Phone No. Ao Site Location Zoning General Plan Phone Contact: Name i, 1' 6gaIL . caof e 10ft s TILE BEAK- of P I $�13 6NGK to '1`t1.EQ F C� ®l�lmt-i \1/ `'/ pEC(4 4f Ate L FERpUt�L� f�s�GG. i I`I'I ( Nor, IA �EES� �rot� 0 'rp-f 4 A -Teft [ I.ECTR(Co To ft,TOS6P ?60tr �OUSP, PvJD LAS( 10 'I'' t4oMs k►p FbK E 6? PAD Ta P f-0po!;f-6 POOL, 40USE 60STOMF L TO br-S (C-NNTE-f06040USE �04#rtoO qtr � I� LL w F�I.PCIi�Aclfs' C4Jt»'S" --00L t)xoql`* Nla 6044 kgT6 WAO(LiAlf Awa- (bENCS Owner -AL APN:� FILE COPY� ��° �c•�; SEFT7G 'rA4K I POOL GENERAL SPECIFICATIONS DEPTH: COLOR TOTAL GALLONS SIZE at0 X q0 AREA 960 ❑ DEPTH 3 TCI - SHAPE ra-rAn! G� ( IU P) LINER MEt�l;e)r% 6 -AA POOL CAPACITY S3 000 GALS. PUMP 3-kozuI- t MOTOR H.P. l 12. H.P. FILTER IYO SO. 1--T. VACUUM LINE & SKIMMER Z. " RETURN LINE MAIN DRAIN SKIMMER MODEL BACKWASH LINE - ' OF '/:" FILL LINE --4-0 -OF ANTI SIPhON VALVE HEATER N JA SIZE 81'U AUTOMATIC MANUAL GASLINE BY: MIA VENTED BY: THERMOMETERS BOOSTER PUMP _ LIGHT 2. 10 COLO PL SINGLE ❑ DOUBLE ❑ ELECTRIC BY: CLOCK tles JOB NO. MAP BOOK NO. LEGAL DESCRIPTION 04'x- Lf *3 - V Kx ELECTRIC SY: PUOl..Gv i ld ers ELECTRICAL BONDING BY: 1 03VI ' POOL CLEANER 'jam [:AP4.T 290 - w E CHLORINATOR lk4.Z SALT LOT NO.--.--- O.-..,,._TRACT NO. TRACT BOOK—PAGE—BLOCK ESCROW CLOSE TENTATIVE DIG DATE BOARD — SIZE 111 p., BOARD SUPPORTS I M[A LADDER — MODEL N _ Water SLIDE M C% Color_ Hooke{ GRADING &CWROC — � STUB PLUMB Ik YES ❑ NO DECK BY: 5 Z'TLsemm ALLm,% 1 NOTES ROSS STREETSEE IRf, gay- "T To Sic E US. PHONE E 2.A eL-6cTQtCA L� 40mEpU�j ro aS�� PC b 1. 44h U L.Ar. HTS - LZ� 3 t w I a g .gi« a- pcLL xt Z` &Ael- eAl% OWN W. - ,ej,- DATES/1) o ctro BY. DATE - Im NOT TO SCALE DEEP ""-"' END SHALL(IW END UNLESS OTHERWISE SPECIFIED: POOL IS 3 SHALLOW TO S DEE P e I HAVE RECEIVED A COPY Of' THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMER'S SIGNATURE DATE SPA GENERAL SPECIFICATIONS SPA TYPE: MDL M DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SO. FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE ❑ DOUBLE ❑ ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION 04'x- Lf *3 - V Kx LOT NO.--.--- O.-..,,._TRACT NO. TRACT BOOK—PAGE—BLOCK ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. SALESMAN RiCk C ewt,>[,Jl OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME DAO I' ,one e ADDRESS a �EFe t cI Q Gvr �� q Sri � ROSS STREETSEE IRf, ES. PHONE `a5 - b 36 US. PHONE E I Dol ���z�iaders 080 Thorntree Drive, Suite 25 Chico, CA 95973 (530) 899-8(0188 License #833994