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039-540-010
a _ w I 039-540-010 <•, 94-0325B, P, E', M TIDWELL, .MARVIN & ,JO CONT: JOHNSON CONST.; ,2514 BURDICK RD.., DURHAM NEW SINGLE, FAMILY _ r 039-540-010 02-00 IN LE ,- DAVIS. BEV & JIM 2514 BURDICK RD, D i I ADD TO 1ST AND 2t*�D FL- \ Js O 1 { 1 NOTES r RESIDENTIAL ✓-P PERMIT r 039-540-010. 02-0033 DAVIS, BEV & JIM 2514 BURDICK RD, DURHAM ADD TO IST AND 2ND FLOORS SPECIAL CONDITIONS CHECKED BY SRA :r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STAND H USING LETT /D 2 - JOB FINALED (Date) 111X-/ fy Signaturey" ti d i ti 4 RESIDENTIAL ✓-P PERMIT r 039-540-010. 02-0033 DAVIS, BEV & JIM 2514 BURDICK RD, DURHAM ADD TO IST AND 2ND FLOORS SPECIAL CONDITIONS CHECKED BY SRA :r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STAND H USING LETT /D 2 - JOB FINALED (Date) 111X-/ fy Signaturey" = OK 0 - Not OK = Not Applicable • = Not Ready MOBILE HOMES Date ' - MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel �1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ' 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -landings 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 1t. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. 3 Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lgh'g. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liaht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 0 = Not OK 11. Water Pipe; Test -Anchors -Regulator -Service Test - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date Underfloor (Plans) OK except #'s Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date FRAMING (C 15. 1. Zoning -Setbacks -Easements -Flood -Slope 46. Hangers -Post Cap nc onnectors Insulation 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth ng. Joist-Rttr. Tie -Roll Brac.-Truss-Shting.-R)ng. Date 3. Ftg., arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance T G g., Porches & Decks; Soils -Steel-/ /" Ftg. Depthis Date A ss; Size & Romex Protection -Draft Stop -Ins. Baffles PLUM ING (Permit) OK except #'s 5. Stalls, Main; Steel-Blockouts-Wrapped 1 m. Windows or Exiting Doors -Sill Ht. & Dimensions temwalls, Garage; Steel-Blockouts-Wravoed at ipe; Test & Anchor -Nail Protection 51. Garage Fire Protection Framing 6a. Hold Do s and Special Anchors Sla teel-Wrapped ers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 52. Property Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidino-Nailina Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 5.9. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings ! 62. Infiltration -Walls -Windows Date � 2,_ Card B-1 (/ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s /Ext. Steps -Door & Sidelight Protection -Landings 64',6moke Detector Furnace Vents -clearance -Comb, Air -Connector - Garage; Above Floor-Ducts-Mech. Protection e.Xedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 61Y.,lec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails ,To-,518place or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter S4 -'Garage Fire Door; Swing -Landing -Closure 7 . . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in,Garage; Above Floor -Mach. Protection 7 . Ib., Elec. & Mech. Equip. Listed for Location 7WISX. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic -Be�-Guard Rails & Deck Construction -Post Cags -84-Tdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Ilowing Instld./Drive :1 Yes O No/Walks ] Yes D No/Planters :J Yes J No .93, -Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing 85,/Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8§/Water Well, Disconnect, Electrical, Plumbing 87 -"Exterior Elec. Trim, G.F.I. Receptacle -Underground 68 -'Ventilation Throughout House 8 . Glass Protection 9 Corrections from Previous Inspections 9 Gas Test -Meters Tagged, Gas -Electric 92Aater & Sewer Connected -C/O to Grade -HD Approval 93/Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 PLUM ING (Permit) OK except #'s 1 Wa Htr.; Vent -Access -Combustion Air Baffle at ipe; Test & Anchor -Nail Protection f 38 V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Tes b & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE CAL (Permit) OK except #'s 4 x e & T "sformer Clearance -Ins. Protection 4T-. le ec ptacles Spacing -Lights & Switches at Doors 4 43 i oxes & No. of Conductors Stapled 4 Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 52. Property Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidino-Nailina Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 5.9. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings ! 62. Infiltration -Walls -Windows Date � 2,_ Card B-1 (/ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s /Ext. Steps -Door & Sidelight Protection -Landings 64',6moke Detector Furnace Vents -clearance -Comb, Air -Connector - Garage; Above Floor-Ducts-Mech. Protection e.Xedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 61Y.,lec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails ,To-,518place or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter S4 -'Garage Fire Door; Swing -Landing -Closure 7 . . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in,Garage; Above Floor -Mach. Protection 7 . Ib., Elec. & Mech. Equip. Listed for Location 7WISX. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic -Be�-Guard Rails & Deck Construction -Post Cags -84-Tdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Ilowing Instld./Drive :1 Yes O No/Walks ] Yes D No/Planters :J Yes J No .93, -Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing 85,/Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8§/Water Well, Disconnect, Electrical, Plumbing 87 -"Exterior Elec. Trim, G.F.I. Receptacle -Underground 68 -'Ventilation Throughout House 8 . Glass Protection 9 Corrections from Previous Inspections 9 Gas Test -Meters Tagged, Gas -Electric 92Aater & Sewer Connected -C/O to Grade -HD Approval 93/Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu I -Oven Circ. / / ga Cu or At Insul d Neutral es ❑ No ervice-Riser Conductors & Ground Main Disconnect 32. Equi 'I rances Panels- Motors•Mech. Equip. I es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support ent_pdrExhaust above insulation nde sate am & Overflow, Size & Grade 38 F a ent Access -Comb. Air -Return Air Vent 115 outlet 3k..3k..At is Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s 4 its Proper Materials & Anchors 4T-. alls tuds-Nailing Spacing & Braces -Plates -Sound 4 43 ring Walls over Girders & Floor Nailing raft top in Walls (rat proof) 4 tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 52. Property Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidino-Nailina Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 5.9. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings ! 62. Infiltration -Walls -Windows Date � 2,_ Card B-1 (/ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s /Ext. Steps -Door & Sidelight Protection -Landings 64',6moke Detector Furnace Vents -clearance -Comb, Air -Connector - Garage; Above Floor-Ducts-Mech. Protection e.Xedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 61Y.,lec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails ,To-,518place or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter S4 -'Garage Fire Door; Swing -Landing -Closure 7 . . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in,Garage; Above Floor -Mach. Protection 7 . Ib., Elec. & Mech. Equip. Listed for Location 7WISX. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic -Be�-Guard Rails & Deck Construction -Post Cags -84-Tdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Ilowing Instld./Drive :1 Yes O No/Walks ] Yes D No/Planters :J Yes J No .93, -Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing 85,/Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8§/Water Well, Disconnect, Electrical, Plumbing 87 -"Exterior Elec. Trim, G.F.I. Receptacle -Underground 68 -'Ventilation Throughout House 8 . Glass Protection 9 Corrections from Previous Inspections 9 Gas Test -Meters Tagged, Gas -Electric 92Aater & Sewer Connected -C/O to Grade -HD Approval 93/Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: f COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE z TMt ;1- DO 3� OWNER PERMIT NO. t A routine inspection indicates that the following violations of butte county Ordinances exist at the above address oad should be corrected. Please notice this office when correction of work is ',",completed. If ou have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. -- /ov TO: FROM: } DATE: INTER -DEPARTMENTAL MEMORANDUM of 3� LE VVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME. GJS SEPTIC: cr WELL: AP#: ,�2 S7 �I� ADDRESS/LOCATION: D � 2ZZI Comments: GLJmemos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 02-0033 ASSESSOR PARCEL NUMBER 09-540-010 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION -�� R3 60;912.00 OWNERS MAILING ADDRESS PO BOX 2918 DANVILLE CA 94526 585 en d ck 4,095.00 CONTRACTORS NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 6500.00 Total Valuation $ 7i,507.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 513.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 333.78 BUILDINGADDRESS 9914 BURDICK RD, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 820.28 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT P%ng Fee 20.00 Each Trap 1 7.00 70.00 USEOFSTRUCTURE SF CX Duplex Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition CK Remodel ❑ Uli ifies ❑ Installation ❑ Other ❑ Describe Work: ADD 2ND FLOOR MASTER BA AND BE AND 165FT TO 151 FLOOR Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 135.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 Laborde, I shall f with co p with ose f vslon�s. / 9 O s� X _ Date 67 D a _ Signature of Appli t - ❑ Owner ❑ Contractor X Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO ,000A 46.00 NEW CONST. DW UNG CS° OR ADDNS. a ACOr-CUP. C. BLD S. 3.50FT. 39.48 =R °SIP MULTI.OUTLET @7.50 APPARATUS 8 SINGLE OUTLET CIR. 20 EX. OCCU OUTLET OR FIXTURES a2L 1 00 0 Ex. Occup. OUTS RSD.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 59.48 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation 2.. 4.50 9.00 PERMIT FEE $ 59.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE R3 VN AL FEE $1189.76 HAz. FE IMP D CCOOF PARC ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B �` �'�O Y PERMIT EXPIRES ON2HITED.D.S.-B. the applicable provisions Resolutions to do work been paid. p Dae / �z Dafe rReceiPtNo.c3 D. CANARY-ASSESSO PINK-INSP CTOR O DENROD-APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: V S ASSESSOR PARCEL NUMBER (/ / + ��• v Proposed Building Use: / Counter Technician: Date: Items required in order fo apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dvwn�or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation view's in tripli6ate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 71. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other «, l VRemai 'ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 4 1 Statement of Intent for Non -heated and A/C Buildings ..................................... ( WI 6. Sanitation and plot plan approval from the Environmental Health Department in C I& O'a— c ❑ 17. City of Chico Plumbing permit ............ �........................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0 K B)Parking: (C) Parcel Check: _t t ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 2 Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 6. Y,etter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone _ and hold for pickup. v@ "v I have been e o ite s anareqwrequirements for obtaining a building permit. Applicant: Date: ! /G ? 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required i Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ coun e , y Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: E4, Date: I pZ Structural approved by: , N. Date: O'Z Note transfer by: Date: Yellow: Building Division " �� TO: Building Ddpartrnent FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan dttachad @ilcoa Plan' ®d Sena to ®. / cp_po33 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for dwelling. Other IN O.K.Hold final for: Final clearance NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE. OF FEES DUE OWNER `SIM �GW� A.P. # n3q-5�0-01 0 PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES 1 -- Balance Due ................ $o7- -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ...... $ (Q��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. L61— _1Z1. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) School District A.P. Number Property Owner , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Q (One form per Building) t Building Department No. Jurisdiction: City County Property Location/Address d 5 t UA CU Cie Subdivision Lot No. .......................................................................... . ....................................... Residential Development s Sq. Footage No of Living Mobile Home Addition/ -Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... '(No foundation inspection): Commercial/Industrial 1, Sq. Footage 4 New "Addition (Including Exterior Roofed Areas) 29'02 - Building Department Representative ( Date Irioor rians reviewea Dy scnooi uistnct District Identification No. School District certifies that i5u rcl (Street Address) (City) has complied with the requirements of Resolution No. representing ,r.� square feet. District Representative Paid by Check # /� Remarks: (State) (Applicant) — R v7 r — (Phone Number) 5110�3? (Zip Code) is /tJ,by payment of $ ,2 31 Z i"'— AB 2926 $ FULL MITIGATION $ 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 (10/98)dmm ' e'fZ.fi: Mtii "'�h`S.�s+'-1�;} :jw.•,-�. !'y-.'`"f•S•�''`•l� ti,i,rµ�: NE "µ �,, � r`�yt�-yi� ;i>"•'e...+w.-y;�:a•.. :,J4 t , BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Z Project Location/Address: Subdivison Name: 0 -010- _J o10J 9514 FA`�d,ctt Cd - Assessable Square Footage: // Type of Residential Development (check one): New Development Afteration/Addition Mobile Home (s) -Comments:.-..... Building Division Represen tive -e Non -Residential to Residential i'4�9.oz- Date Durham Recreation and Park District (DRPD) certifies that vi Applicant Name Applicant Phone Number �sl� �urd �Ck- 4�2j Street Address U_ Ir &eA CA 9sG 38 City State Zip Code has complied with the requirements of the Butte County Board of Supervisors, Resolution No. 93 - 11"4"bppayment for 21 18 square feet at $ 1.04 per square foot for a total payment Of$�,I13.12 4RPD Representative PAID BY CHECK : �2L4 BANK No.: 380 1 PAID BY CASH: RECEIPT No.: I H 9 H 3 Remarks: 5122[02, Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sib, Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ 2. I HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: 'I a 4I t r n� r Ln CITY: , T) Ul r ho ai, / CA 15 �3 � PHONE,530 34a- c -R /O COr"TRACTOR'S LICENSE NO. 3936-51. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUVLBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be compkied oad returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORIN ATION I Dear Property Ow^t': An application for a building permit has been submined in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contactors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. , ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specifc information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contactors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+rMv1ig9e'rC,BVuiic1iiZ X�, C.B.O. Inspection NOTE: Tit is Owner -Builder Information is required by Section 19830 of the Calljornla Health and Safety Cods OVER Evergreen Development 2530 Zanella Way Chico,Ca. 95928 530-894-5590 11-30-01 To Whom It May Concern, Iiliw. �0� do hereby authorize S C-D-�U+ to be my agent during the plan check process of the construction project and remodel of my home. Ovv-ner: eA'01'M� 0 0 • RESIDENTIAL PLAN ° wrt-k REVIEW GUIDE coSINGLEFAAffLY, DUPLEXAND MISCELLANEOUS ONZY Plans Examiner:.Lfartha Christy Building Permit Number: (0 2 - on 3 A. P. Number: L0-39-5-110 -CIO GENERAL: 1/ f�Zoning requirements - (number of permitted living units). Plans signed by the designer. ,, M Proper description of work on the application. O-C'"b Existing violations on the property. Recorded notice of violation. _ Building permit valuation. PLOT PLAIN 1. Complete parcel size and dimensions. — FVa''t� 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Ivfap: Noise [j SRa ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet 'the minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall W 20". When %vindo" s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted is this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 Amt measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fiat in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 'p 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, or in �,®r✓ct fa*`1 a room compartment or alcove opening directly into any of these (Uniform Mechanical Cade sewon 304.3). Garage fire%vall separation - required on garage side including supporting walls and posts (Unit l1 btta ag Code section 302.4 exception #3). 12 . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). 14 Smok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 j/,i: Water closet clearances (Uniform Plumbing Code 408.5). P ShoRtr compartment mutimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 7,g walls shall be supported on masoru) or concrete foundations that shall be of sufficient sir to support ®-� RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced Wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shaU not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1+) Braid wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3 ' Clerestory requiring balloon framing and/or engineering. <<dG� r f r a-') 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C).a 2V n ,, OL, 5. Floor construction details complete enough to construct building. ��00U U� evarions and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 1 ✓GAP/✓ '�'✓�> 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). ► 10. Porch header size(s). 11. Typical header size(s). 12 �� L 1 Ve cok7• l'1 Stud heights. 13. High eapansrve soul — special fou ndation design required. uired. 0 y ate bC&Pr_d , 14. Retaining walls requiring design. 15. Gypsvm wallboard nailing inspection required. l�. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. del Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: tairv►ay details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 10 cam insulation — protection. 7.� 6" halls and stairways (Uniform Building Code section 1004.3.3.2). ` Z e ga'00 CfQa l Twro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). chi Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). nQ 4"bvQz 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. ergy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. p 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinlJers required. 6 fijr7tO or &7tt 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. - 41 6. ❑ Sub-Standard Housing lener. Pace of Y�'v t�t�tir�e -200. Sk. t PROJECT YRO_ CESSING RECORD Applicant:�Owner:. A.P. #: (� 7,q �J `C d 0 10 Permit #: 2 r00 3. Work Description: Date Description of Step nn oa�r__ --Status 12 •Ujv �i �Lx Corr Cie O� en e. #-%i U 3 13.02 -aex.ac%axh�2`:��ntis, �:�Csi"i4�i�.?•�' c,.�.f; �?�r}reit.�f.��:3i�c+r.9k6t�*•,Mi(i;+;t,•h�.��'•�c!��"i.�'4!;.p.atviSt4�'�.`A4�;�!"'!:rr..n=:v�Fr:..,ti x % ''": �, �4 n"" PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be,able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. • please :indicate your . response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WTTH REVISED AND-ORIGMAL- PLANS. (OWNERS NAME _ _ DATE: ASSESSORS, PARCEL NUMBER PERMIT NUMBER E c�39— �a-Ol0 G�—vv3;3 :ESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS#• M VV /,/C) r,6- 1y O t/ i .V E V i S6 14 VAt- c. IT. If �. [PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:, �r—a G ` . ✓ Jcj/�c� tdXI/ C%` 14 VAt- c. IT. If �. PLAN CHECK ITEM # RESPONSE BY: LOCATIOl ON PLANS/CALCS: COMMENTS: REV S --di A4A9N /V ca w s 0 4+S c} 14 VAt- c. IT. If �. 00,- 1 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMEN W; JVJJ1, rJ STR•r iP- c,e,/ d X1,ot ra/2' LIV& WC'.v E/L 00-/G -5 If �. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALC6: 4-9L COMMENTS' A �� W ►Y AO G, 00,- 1 b"+r,: C5 �i^.;Hya�,s s xw�7:.nac rac.+i4 P:.., r. rrr' a< ,pis cx,,if i�'4.►y S,.al:>�z" .s.., PLA P � -- . N REVIEW RESPONSE FAM O In order to expedite the review of your plans, please complete.the.following information and return this form with your re_submittaL If this form is'not complete, as to all correction items, we will not be able to accept your re -submittal for review. •There must be a valid response to, every item., requested in our plan correction letter. "By others" is not considered a valid response..' Please indicate your response to each item and the location where the information can be found on the plans 6ks.. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL. PLANS, 'OWNERS NAME _ DATE: -5C ✓ /4 J/i S !ASSESSORS PARCEL NUMBER PERMIT NUMBER 63C/ p, D p 2--eO 33•- 5 o� 'RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITE ESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 5ff0A ti t✓ If /ti,: 5 Che a Ae d 4,, v �✓ �/ LOCATION ON PLANS/CALCS: 53 COMMENTS: 57W, PLAN CHECK ITEM N r,7 RESPONSE BY: 4- LOCATION ON PLANS/CALCS: S� COMMENTS: �. jJ N o [,r L -f /GS, LOCATION ON PLANS/CALCS: 53 COMMENTS: 57W, PLAN CHECK ITEM # �S%r�r�r RESPONSE BY: A42- RESPONSE BY: COMMENTS: j 5 ONf' 740L. Qa. dor► �� i� w,r`� Ai • w 5 [.✓ /✓ d't S LOCATION ON PLANS/CALCS: 53 COMMENTS: 57W, C) 4/ S 4.1A PLAN CHECK ITEM # RESPONSE BY: A42- LOCATION ON PLANS/CALCS: S 3 4-S COMMENTS: j 5 ONf' 740L. Qa. dor► �� i� w,r`� Ai • w 5 [.✓ /✓ d't S 2 A 9 MI, a" -0444— ' 5 PLAN CHECK ITEM p RESPONSE BY: Y LOCATION ON PLANS/CALCS: COMMENTS: January 31, 2002 9 Department of Development Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Bev and Jim Davis. P.O. Box 2918 Danville, CA 94526-2916 Assessor Parcel Number: 039-540-010 Building Permit Number: 02-0033 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional 'response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. New square footage includes ballooned frame staircase total new square footage is 1128 for house and new square footage is 585 square feet for deck. Original house square footage was 1950 for a new total of 3078 square feet. Please provide an estimate for all remodel work. This is to include remodel of existing hallway, removal of doors in existing bedroom, remodel of laundry room, remodel work in garage and any new windows in the existing house. Provide location of new HVAC units. This house is orientated to the Southeast more than the 120 degrees noted on the energy calculations as the north arrow shown on the plot plan is incorrect. Please revise plans and calcs accordingly. Revise square footage in the calcs as above in item one. Minimum efficiency of FAU is 80, not 78, please revise. Window areas shown on rear and left sides of house are incorrect according to plan details. Where is window shown in staircase as shown on the elevations? Provide size of all windows and doors. Windows upstairs are modeled as 20 square feet when they are noted as 16 square feet. Please coordinate all plans and energy calculations. ,�. All hallways in residential construction are required to be a minimum of 36 inches wide. Previously approved plans show this hallway in compliance. It will have to be in compliance now, or made to comply with the expected remodel. Revise plans to show corrected hallway and door into bedroom. 1 of 2 9 .0 STRUCTURAL COMMENTS: 1. Provide shear wall schedule on the plans. ��. Provide adequate support for the A2 girder truss reactions. The location of the girder truss shown on plan sheet Sl does not match the layout that is provided with the truss calculations. i' 1OZ 3. Please show the stairs on section detail A/S3. 3 $I 4. Provide adequate lateral support for the balloon framed stud wall along the stairway or I ` submit calculations addressing the tall studs. Provide adequate foundation for this wall also. PART - 11 The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Balance of Building Permit fees to be determined at second review. 2. Impact fees: 2.1. Complete and return the enclosed Butte County Park Facility certification form. 2.2. Complete and return the Butte County School Impact fee certification form. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Complete and return the enclosed Owner -Builder Verification form. 5. Provide a letter of signature authorization for your agent who signed the application. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Scott Jackson Mike Hubley, P.E. Philo Hunt, P. E. Plan Check Engineer 2 of 2 CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. HOMEOWNER's NAME _- ADDRESS 2-5 6 /� CPIT '^' SLATE QA- ZIP TSq 3 ki R -VALUE MINIMUM THICKNESS RECORD OF INSTALLATION MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtain an Installed BLOWING WOOL BATTS AND ROLLS insulation per 1000 sq. t. of lam' NEW CONSTRUCTION sq. f. of installed IF RETROFIT: R -VALUE THICKNESS AREA INSULATED ... ❑ RETROFIT NUMBER OF BAGS USED �^� L� DEPTH OF PREVIOUS INSULATION INCHES 'Q - - CEILINGS (' 1 L IN. SQ. FT. AREA INSULATED 3�� ) SQ. FT. ESTIMATED R-VALUEOF PREVIOUS INSULATION WALLS 1 IN. St7 a IN. O SQ. FT. ' SQ. FT. t THICKNESS OF INSULATION I INCHES TYPES) OF PREVIOUS INSULATION IN ATTIC FLOORS 1 'S 8 IN., S IN. 32•-3 400 SQ• FT. SQ. FT. i R -VALUE OF INSULATION 7 308 11X in. 17.2 IN. 0.431 lbs. SQ. FT. 13 in. 20.0 50.0 sq. ft. 0.500 Ibs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. CLIMATE PRO. BAG WEIGHT - 25 LB. NOMINAL 30.5 32.8 sq. ft. 0.763 Ibs. ki R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO, FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. t. of this bag should sq. f. of installed resistance should not net area should not not cover insulation should (R) of be, less than: be less than: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.176 Ibs. 19 8% in. 12.5 79.9 sq. ft. 0.313 Ibs. a 22 10 in. 14.6 68.4 sq. ft. 0.365 Ibs. 26 11X in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 Ibs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 Ibs. 50 20X in. 35:5 28.2 sq. ft. 0.886 Ibs. 60 23% in. 1 43.0 23.2 sq. ft. • 1.076 Ibs. INSULATION CONTRACTOR SIGNATURE 4G�11, 0`/IVB DATE (.—[?, —0 2— COMPANY i ADDRESS « y \ PHONE g 1 L 'S QC L HOME BUILDER SIGNATURE Q.e� < 1: /1'. DATE /Z?/ 'T dov COMPANY rA1 &AZIC ADDRESS o C� �1i J� C�—.AAAXA—� 'PHONE S �l1ZI b� Johns Manville BIC -194 7/97 ® 1997Johns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5106, Internet: http://www.jm.com. For more information call 1-800-6543103. THIS IS FIBER GLASS BLOWING WOOL INSULATION FTC FACT SHEET s CLIMATE PROTM BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs.) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. Fr. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER So. FT. To obtain an Installed The number of bags Contents of The :weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of be less than: be less than: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.176 lbs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11X in. 17.2' 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20% in. 35.5 28.2 sq. ft. 0.886 lbs. 60 23% in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R -Values. The chart shows the R -value of this insulation. "R" means resistance to heat flow. The higher the R value, the greater the insulation power. Compare insulation R -values before you buy. There are other factors to consider. The; amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R value, it is essential that this insulation be installed properly with pneumatic equipment. BIC -194 7/97 O 1997 Johns Manville Corporation 4; 07 Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jm.com Y i�*:'tb:�✓xa'.'4tsew+�.^saa.+rw.:n�,+..�:•..w.._�+,..,.:,eaw^...w,.r...re+.:=M.s..: w+cr..:m+A..r.1w.�:...mr....... o,--..y..s. rz,.r-.-..-.. _ . e • (may C.�ly1 1te✓ ��Yw1` / • .. � .. rfuw?� X1.1.- ..-•ry � •/�' wl.` .i..,V.. (/iAYy � •� `_t r• 1111 �)..J ko lit .L: ��M� �4^� \,.� P•► LII �� {�• LJ F-- a1,;V o� � a l � '�� 1• rn� .nt. (,L••Rj�'1'L7 t 11� r'• 1�' I 1 \� r 1. L f•! 1 1 .1.� .-1 i 1� � ��i ✓� •.. ... ' .t Sir «,; L:-' 1.. �.,. N•�� �� U f t.. .� 11, !41 fir: ui \ Wco I 0 w CL 0 i. i _ t � � `� • � '� �'•� a I•. q�,� phi � , [i. � p� a U.1 � . •� w s 'I, 10 I .JL all C:.t #,'7 FIF t • q�� / 'I, 10 w• RL ENTIAL 039-540-010 94-0325B,P,E,M TIDWELL, MARVIN & JO CONT: JOHNSON CONST. 2514 BURDICK RD., DURHAM NEW SINGLEFAMILY Sro- 67E-7 OFFICE COPY Address -7 -<M&121 -,k J . GAS Meter By Date ELECTRIC Meter By Dated ,6 JOB FINALED (Date% ,; .7, A C, e z rlql �k Signature „ V=OK O=Not OK Not Applicable Not Ready MOBILE HOMES = Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a f 1. Zdning 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-Clearences-Grnd-/ /Amp -Concrete & Gas; Location -Teat -Wrap: / /" L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8 Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Teat -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 'Date/Initials POOLS (Plans) OK except #'a �s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability c r� 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI B. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O ='Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UND RFLOOR Plans OK except #'s . Zoning -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Gr .-/( Zr' Ftg. Depth 3,,Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwells, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped -.-6&rHold Downs and Special Anchors 7. Slab; Steel -Wrapped 8-PT,ers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBI Permit OK except #'s gter Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Neil Protection V.; Test -Fittings & Anchor -Nail Protection 1 {L/ hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access i Gas Pipe; SI e A hors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixtu & Transformer Clearance -Ins. Protection -LjJBc Receptacles Spacing -Lights & Switches at Doors 4 Size Boxes & No. of Conductors -Stapled lose to Edge of Studs & C.J. 6. EQWp. Ground mad e, -p /Meth. Fastners-Bond Gas & Water 27. 2 Appli nce C rcuta in Kitchen & Conductor Size/GFI U-SVEfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 3 ervice-Riser Conductors & Ground -Mein Disconnect 3 . uip. Clearances Panels -Motors -Meth. Equip. 3 of s Closet Light -Shower Light -Spa Light Sm ke Det"r ' f Date/Initials MECHA ICAL Permit OK except #'s A.C. Ducts Insulation & Support �aE-Fan; Exhaust above insulation -jg-Co ensate Drain & Overflow; Size & Grade 37 -Vent; Access -Comb. Air -Return Air Vent -115 outlet A tic `Acc s Platform if Furnance in Attic h� Y Date/Initials FRA Plans OK except #'s 40<15'roper Material & Anchors _Studs -Nailing, Spacing & Bracing -Plates -Sound 44' leafing Walls over Girders & Floor Nailing Dr -Stop in Wells (rat proof) JWIFir ops; Furred Ceilings -Stairs -Chases -Tub 44 eaders & Beam -Size & Bearing Date/Initials FRAMING (Continued) -Post Caps -Anchors -Connectors oist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. �K F pl Ties or Type A Flue -Fireplace Throat clearance c Access; Size & Romex Protection -Draft Stop -Ina. Baffles 4 . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 40—G#grage Fire Protection Framing �W.'Pipperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection 64.1 -plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Sidingflailing Veneer fffi Skid6o Mesh -Drip Screed -Fd. Vents-Underflr. Access 45;--01-Ong Area -Glass Protectio y Ighta-Plastic hear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINA Plana exce t #'a t3<1Z. Steps- oorSidelight Protection and h or 0--fru-mace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection '65. .F. th Fixtures & Tub 6. rim ubpanel; Breaker Sizes Labels ,)StOK4 Rail &fFfireply,ce or Stove; Clearances -Hearth vv Int -&'Flit. i . & plian rn Air Gap -Cooking Clearance "c. Outlets Receptecle t It. ter a f� Fire Door, Swin-Landin loser -ge=D mper Wtr. Htr.; Vents -Clearance -Comb. Air -Connect In G ge'; Above Floor -Mach. Protection 7 b., : & Mach. Equip. Listed for L 7 ec eptacles in Garage; (G. .. -Romex Protec 7 ule -Foam- ked in Attic ea uard Rails Deck onstruction-Post Caps �R......L. yawl Hole Doo r -D e e & Wood -Earth glaard-ooked under Flgor �-Ye§' 6lftld.; Drive Yes ❑ No; Walks ❑ Yes o; Planters ❑ Yes Elrw ns Unit; Disconnect, Electrical, Plumbin ants Above Roof; Pibg.-Appliance ireplace Clearence to Openin cel Plumbing _QLEx or Elec. Trim; G.V. Receptacle -Underground entile roughout House lass Pro tion freettan'sfrom Previous Inspection W -Gap Test -Meters Tagged; Gas-Ele ric 90. ater & Sewer Connected -C to Grade -HD Approval AV Energy compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE ; I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA -4 (916).891-2751 7 County Center Drive,-Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 �e CORRECTION NOTICE 1. OWNER -3Z5 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is comp) ed. If you have any questions pertaining to this matter, or need additional explanation, pleas gon ct this office immediately. REV 10/92 OWNE 'r A routi the ab S is corn pleasg) i % - . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE el �. k M I v—c x u r c d - PERMIT NO. . ,y Ispection indicates that the following violations of Butte County Ordinances exist at address and should be corrected. Please notify this office when correction of work :d. If you have any questions pertaining to this matter, or need additional explanation, tt this office immediately. �I l� H 5W. / V Date — Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA,- (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE cI y—a3Z OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above dd e and should be corrected. Please notify this office when correction of work is complet f you have any questions pertaining to this matter, or need additional explanation, PI ease c act this office immediately.. Q D (W4 i(— w 64- 2 Cvuk 24-7— f x,732ic;t2 G10 Date /3,�� �� L4 REV 10/92 Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916). 538-7541 747'Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE D OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work -: is completed. if you have any questions pertaining to this matter, or need additional explanation, please ct this office immediately. a ozvI he %/V`I'rS D 1eQ/-T REV IUM1Jl COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75444_ 03 �S NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-540-010 ZONING SRI BUILDING PERMIT OWNER MARV'IN & JO TIDWELL TELEPHONE 345-4546, SQ. FT. OCC. BUILDING VALUATION 1950 R 105,300 OWNEWS MAILING ADDRESS 476 E LASSEN AVENUE #13, CHICO 95926 _____F6 888 M 15,984 NTRACTOR'S NAME COJOHNSON CONSTRCTION 7533.8424 ELEPHO 441 C5 733 CONTRACTOR'S MAILING ADDRESS MOMS LN, OROVILLE 95905 Fireplace 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation Is 128.517 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 741.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 481.65 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9514 BURDICK ROADI DURHAM PERMIT FEE $ 11265.65 PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 10 7,00 70.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 LOT NO. 10 1 SUBDIVISION'S NAME DURHAM VALLEY ESTATES PARCEL MAP 116-9,12 Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF ❑X Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G I W 20'00 TYPE OF WORK New It Addition ElRemodel ❑ Utilities 1:1Installation O Other ❑ Describe Work: 3 BDRM PERMIT FEE $ 150.06 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 2ODA OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. I 3.50 SD. FT. QQ -in CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) A1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES P• ( I 20 @ 1.00 BAL. @ .50 Ex. Occu ERLIOR p' (OUUTTLETTSS (RESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. P!5J shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 142.30 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling ATTTC,, 15.00 Hood 6.50 6.90 Ventilation PERMIT FEE $ 65.50 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said CouWisequence of the grant this rmit. /� ^� �+ X Date pc / "ry Signature of Applicant - ❑ wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0 OCC CONST. TYPE TOTAL FEE $ HA Z- O. FEES I IMP I FLOOD F PARCEL PD IJD L116UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for VAich fees have been paid. By Date 3 22 PERMIT EXPIRES ON -/-O (Date) Receipt No. 156207 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,Y +t r.. , � r.,�..,.,ti'Fr"';�r'�'�Cr3�,I.�-,.'"`'stial'.'1i �.,�. •�•.'rt ".`' '`.+� COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 S. PERMIT APPLICATION DATA SHEET OWNER (/ 126 1— © 5%'.1�J A. P. o. Proposed Building Use Building Inspector Date E— 7 `,74/ 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. 7. 8. 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). ... r 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. /fees of $ .......................................... !--•'( Impact fees as shown on attached schedule. ..................... 2. California Department of Forestry plan approval/fees. . . : ::::::: X13. 14. Flood elevation letter (100 year flood) by California Engineer . ................ . Sanitation and plot plan approval `° Health Department. ........... 15. City of Chico plumbing permit . ........................................ 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18—Contact Land Development about (A) Improvements (B) Drainage. . 9. Driveway permit (construction approval required prior to occupancy). .. .. ... 20. Pre -inspection for P'Bu'ieyed'°".eq required. .. to e�;�d;�9 ��e�eaoe�(Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ........................... , 23.= Owner -Builder Verification (Given to owner , Mail to owner . ...........- Recorded copy of Agricultural Acknowledgement Statement . .................. < 25. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... ' 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .............................. ............. 29. Documentation of legal access . ...................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 39 5- (43Y4 and hold for pickup at _o . ( ' office. Deliver with inspector. Other 44 Parcel Creation Acreage Applicant i Z' 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 1. Index permit for above items No. 2. Additional items required: ircle hew item/�q� checked 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 ounter.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 �� G.H. USE ONLY Plot Plan Attached flour Han Attached Scat to B.U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public 4.e--- Private Well Clearance for bedroom -►eek home. Other Hold final for: Final clearance O.K. for: NOTE: Enviro rental Health Specialist t 8/92 �J —7— q q Date TO: Building Department FROM: Encroachment Permit Section RE: TfIveway Clearance owner location Sq -574- ID AP 4� Driveway permit ONO 1-79 has been issued for the above property. n b sign re date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER _ 6211 A. P. # d 3% =5-V0 Ole PROPOSED BUILDING USE �/� DATE % 3. SCHOOL DISTRICT FEES (paid at District Office) ......................... SHERIFF FEES .(paid at Building Department) Residential......x _$ unit amt. Commercial (sqft) x =$ sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. REC. # DATE REC 7a3-7 3 � RECREATION DISTRICT FEES�? �� (paid at District Office)... ..2. ........... a DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE'- %—� r-..:.�"r.:74'rr't W'�4 +,�yti. �rSii[' •r. .y'� ^pct ;�^�' .r'�it..1 :v ..-, ,..�'�s-.'ter... fy,; :},..,..--ti,J._,._.. .._.,�.t-:; S - ..h �•ti.;:�:Y'.: �`•^• "`Va'-isj.vTi'y v� '•.✓t'Y'^ T:r ,'-"•Cvr }+ i�'?,,, ".f N •BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s):�--.D�- Property Owner (s): IM heulpoiWC I Project Location/Address:>�)12SJ tC(L �2�i Subdivison Name: ULA I&I eS'iAssessable Square Footage: Type of Residential Development (check one): [,,Kew Development Afteration/Addition Mobile Home (s) Non -Residential to Residential 1 Comments: Ic1 A 64 AV Building Div�tsion Representative Date - Durham Recreation and Park District (DRPD) certifies that Applicant Name •, -� " Applicant Phone Number o?SJ� 21wrd I' G - Street Address ' OU City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. ,i 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment Of 0 DRPD Representative Date PAID BY CHECK No.: BANK No.: //-2 V PAID BY CASH: RECEIPT No.: Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION _J�r ) 3 ~ �, �f.= wa e + ter.-._ ��-•w 'TT r'•'•nrw•�.-re-m+wwr-'�V"_ Y� I • a�[aN`i"`Yf '^'y.F'^�'?'!�v��•. 7 "",.-.•yVidy.e :-.... zv�-..ip/'+W^w'.i'ls.yNQ�'}�'7i'!'�.'i171aY_��`� S`�l�T �iavgy.rr�-� /A) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM d' One Form .Per Building) School District D US D "' Building Department No. A. P. Nurnbero 7-? -5-4 /0 0,. Jurisdiction City 0 County Property Owner'. asp Al Property Location/Address ch 2S9,38' Subdivison V Vv\ t l E �� ` Lot No. 10 Residential Development 0 Sq. Footage �J� 0 No. o Living MHI . Addition (Group R) - Units Commercial/Industrial 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Bolding Departmers Represe tative Date (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that" - /y, Q, Vin / a( cxJ (Applicant) 3 -�.si 1)„ A 12 A ;; 3s �o (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. Representative (State) 1 qs _ 3 Paid by Check Number /'/ Remarks: Bank Number Paid by Cash (Phone Number) (Zip Code) by payment of $ i - 7 /9 5/ Dates 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) 'a C y - feeformmkl (4/92) DV- 'Return to:. AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT BiriAdin9.,Divjsion FOR RESIDENTIAL DEVELOPMENT .Section 26-8.1 of the. Butte County Code requires this acknowledgement be recorded prior to issuance of a building• permit. .94-009531 r 94~09531 Rec Fee 9.00 The property described herein is adjacent to land or included I Check 9.00 within an area zoned for agricultural purposes, and residents Recorded I of this property may be subject to inconveniences or Official Records I discomfort arising .from the use of agricultural chemicals, County o f I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder 1 pruning, and harvesting which occasionally generate 11 : 56 a m 2 -Mar -94 I P U B L X X 2 dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Schedule C, Attached hereto and made a part hereof Date: 07 State of Caliform County of 15 ARu W PROPERTY OWNERS: nn/t zt_�- 00/ On 2121Wbefore me, J ' 11; personally appeared / "l Cl�t�✓! n l�ro-i� �l (moi ��if �l bs-�mAi�vl personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the �p�errs�olnn(.$) acted, executed the instrument. szunuunuuutuminumuntlt unnuannummnuunuuuuu® ' ♦1ITN SS my hand and official s�. OFFICIAL 7SEAL . SIj -d JULIE L. SCHULKE ( !• .. ,_ NOTARY PUBLIC - CALIFORNIA' \\J _7 COUNTY OF BUTTH Si�nat e!� t SeAPAy Commission Expirea March 12, 1896 A.P. !1 0 3 9 —,5 -IVO -0 / 0 Return to: AGRICULTURAL STATEMENT' OF ACKNOWLEDGEMENT c� y Building Division FOR RESIDENTIAL DEVELOPWNT MAR O 2 1994 Section 26-8.1 of the Butte County Code requires this HOT COMPARED WITH acknowledgement be recorded prior to issuance of a building ORIGINAL DOCUMENT. permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents 94-009531 of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke,, noise;. and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Schedule C, Attached hereto and made a part hereof Date: State of Calif, County Of tti Ru I^) PROPERTY OWNERS: ,),I A v On 212 Gr before me, J Gk C t�. � • JC� G'L �c- personally appeared N a, -k- ✓ i n ►'�`z ;J —rid d Wiz_(( 11 c.� L l�c� 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. �unnanuuumunnulnlunlnuntuwmanmutnnnuuuaw WITNESS my hand and official seal. ; OFFI9CIIA27 SEAL -s JULIE L. SCHULKE T� NOTARY PUBLIC - CALIFORNIA N ,S'ignat . �/"/,IIUU„ `✓/�O ✓IYV/��.`' COUNTY OF BUTTR W SAMY Commission Expires March 12, 1996 = Y A.P. # 035— /0 • , iii ,.,., (!�)� 01 permit No.�'' I_ .. ----E N E R D Y (I N R 'f i! C A T I O N 2514_Burd_ick�'Durham. Ca. _— _ A. P. No. _.._ LOCAT 1 -ON DESCRIPTION OF INSULATION ltc►Or - ma c e r i al_,__ _ •�---+ stand Nome TherM.1 Resistance (R value)__. _ 'ChlekneW Inches) IiX7'IrR1.01( .WA..LI, Mccr_eri++l, __._FIE�.RGI_ASS BATTS � htllnd Neutra MANVI LE:-Sf:H�._.,.�.;.�—.- xhATwit Resistance(R Value). Chlckne`,'s(tnchee) 3V11�, r i (A." I I.-ING _ i3nt.1: or Bl anicet Type FIBERGLASS Qf►TtS . 11rAnd Ntune MANVILLk-Sf:HI>LLE --- , --T - --- ThBI'm(tl Resistance(R Value). E.3_ -_ fhlckncac.s(L>cl►ea) (12�s 1.00ne.,Fl1.1+. 'I'yl 1e FIBE.RGLASS-----s~ Brand Mune CE�RTAINTE-.E:D 33 Wt. ]rag 2�Ib. 1„---'' 14111imum Thicknes�(Inches)__}51_.----,, Number of Begs pert R38 ' There>tcl Resistance(R Value). --.T---- Area c�wer.ed(ft. ) 1250 t:1.o01t, ELEVATED FIBERGLASS BATTS Brand Hnme MANVILLE.-SHLLLE:R 14at:carial__ I'hl.ckneias(inches) 66” Thetmial Resistance(R Value)._.W�__ E' I . elk , 9 LAD Brand Name --.--->-.-.-._ 1•ta r. a r. i a l � Thermal Resistance(R Value)._-_•,_,_,____. 1'1.►lcknecta(inches) �--r� W kith (lu,ches) E•UtINUATI.ON WALL Arend Name llaterlal_ — _ -I'll Icknens(inches) _ Thermal Resietance(It value)— ] hereby certifytl►at the above insulation wee installed in the above l,uildi.ng i.n confc►rmlInce With the State of (:alifotccilA g1jorgy. Requirements. LOUR .lt4S1.1LAT10N CO., INC. %- NE 499150 _ 9TATg CONTRACTORS LICENSE NOWSeptember 1M tiA14E 4j�;a 2C, 1994RE OF I S'r LI ION APPI.ICA'!IOR DATE .4 1 lieraby certify" the above insulation NAd del 1'equired items as shown on'the been installed as 11ui.1ding Department approved planet and AttMo1ho(tnte have re,lul.red by the State of Califor,114 gpergy Requirements. { All eyul.pmeut, c1E►vices and mate+rialp 06 Q!? tho quality prescribed or are „h,•ct.f lcal.l.y approved by tl(e State of California. Oak I'11t11 NAM@/triNIM (Please print) N'fAT13 COM'RACTORcB LICENSI:,NO. DATE j It i (.NA'CURy UI?/�PE CONTRACTOR II 1.1118 CF.NT1gWATF. ]NST BE ON FILIK NITII T11B BUILDING DEPARTMENT PRIOR TO FjilAl. :[ NSPP.CTIUN APPROVAL, AND A COPY 911AL16 gE pOSTRID WITHIN T114 BUILDING • � . � Jander`j► 1964}� BUTTE_CO-PERMITS-33707 TEL No.9165382140 Mar 10,94 12 11 No.002 P.01 RESTDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX-& MISC; ONLY) llldg. Permit # 9.f-o3z5 OWNER 7j&4 !Ge- A.P. # Plan Checker GENERAL t�7.oning requirements: (sideyards and number of permitted living units). Valuatiun. . lans signed by designer. 1r/ Froper description of work on application. V%Fsting violations on property. eveler Fems on data sheet. (W.C., fees, Health, Liccnsc law, etc). corded notice of violation. PLOT PLAN d! 'omplet.e parcel size and dimensions. 5ethacks, sideyards, easements, ctc. 0 ter buildings or structures. Grading, fills, drainage. food hazard. S 6cial conditions on creation map, (noise, CDF, fire sprinklers, non -comb - us ible, and foundations). AU & FAS road setback. . Building or utilities across let lines (Record form). FLOWPLAN Complete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). 3!/Fequi.red windows fur second exit (.Sec. 1204). � Skylights (Chapter 34 & Sec. 5207). h Human impact glass (Sec. 5406).. teK.equired room sizes, ceiling heights (Sec. 1207). 6 GKIs in baths, garage, kitchen, and exterior outlets (Article 210-8). ighL fixtures, switches, receptacles, and exterior r_rscnr.-trle8 £or_mH t_enanee of =_(--hanical equipment. Locations of water hcatcr, heating and cooling equipment, ,other electrical or as equipment... age firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit. door (sec. 3304 (f). Fir ')lace and wood stove location, alcoves, and clearance. 1 - 'coke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL.. DETAILS ./`it3ndard bracing or cngi.ncnred design (Table 25V) �!rtusu3l shape, size, Or split level house requiring lateral design. . 4/ Glcreslory requiring balloon framing and/or engineering. T' ree story building requiring engineered calr..0 lati.ons anti plans. outldation plan coml)lete enough to construct building. k. Floor construction details complete enough to construct building. �lcvations and wall construction details complete enough to construct building c nnf construction details complete enough to construct building. eplace construction details anti talcs if necessary. fter tics or bearing ridge beam. .arage door or- porch hendcr sizes. ud heights. �dobc soils — special foundation design. Retaining walls rcqui ri ng ' dcsi grt. Special Inspection required. BUTTE -CO -PERMITS -33707 TEL No.9165382140 RESIDENTIAL PLAN CHECKTNG GUTUI: Mar 10 ; 94 12:11 No . 002 P. -O-2 S/91 MISCELLANEOUS 1TEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec., 3306). -uardrail details (Sec. 1711 & 3306(j). Irick or stone veneer (Chapter 30). 'xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). ./ R f covering type -(fire hazard). . .a/ oam insulation - pratecUon. 36" halls and stairways. .,,Ii.ving area over garage - complete 1 -hour separation required on garage side ncluding supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mexannines - 1716). Attic access and ventilation (Scar.. 3205). Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. CDF responsible area requirements. r 0 APR A 4 '02 16:53 PGLBLDG. PROD, SAC. .112 1 `' ... ........ ...... . l -INEERED WOOD SYSTEMS 4 Certificate of Conformance N6 26054 certificate _ __ - THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below and marked with a collective mark of American Wood Syasteama (AWS) were man. ufaactured in accordance with than specifications indicated below. M ANSI Standard A190,1-1983, for Structural Glued Laminated Timber Q D Job Nemo _ Job LocOW" PGL BLDG PRODUCTS SACRAMENTO, CA . Cudan* 's Order No. 301-33731 Date 2-7-94 Mfgrs PROOF LOADED ENA JOINTS Sgindure OUAUTY CONTROL COMWV ROSSOR0 LUMBER CQ Address SPRINGFIELD, OREGON Dala 2-7-»94 .. f IT IS HEREBY CERTIFIED that thi structural glued laminated timber production of the above-named manufacturer which carries as*- ,;active mark of American Wood Systems (AWS) is subject to regular audit by American Wood Sys', as, such audit consisting of the inspection with reasonable frequency of the manufacturing process, mth adequate sampling to verify the quality of gluiam construction and the adequacy of glue bond. SEAL 7 6-SNING Y Michael R. O'Halloran Executive Vice president AMERICAN WOOD SYSTEMS A RELATED CORPORATION OF AMERICAN PLYW W ASSOCIATION " vn Yaarsa awuuuvwuw uiws rff& 1 MU. 00 TiV 01103Mp$ 41 MOND 9.*3r14nM s+le1 i�,M„EP91MCu4se eNu',o➢,o esn�,nd D9^9J va s,u,n N pin94S 'B yumuue BM MM J8010 "a Eury,p%m 10"J"q NV '4 ,M %Q L) W00w,9d %911110 96AV pp AM a 0" MEd T uR pq mn 941:e poin" sal T1401 M 9,npy,lue91 q AM 'sPrA id emigp uo,Qdde o, wm uopelmm •Z SW W1e i9 ud!1mfm em Utp%uOrpouu0o 'tiRQ N6p,11lUd�,O WIM suar�rgep WQp,{ IR LOddrtE 9st9{d ' 71 QJQMU 4uwepul 01,ea,W3 v SNOUI0NO3 ONV SNH313010Amvm3W0031MONx3tl $3(r!0 $) :XVA I if"-Wl (M) 9900.1 kIrL6 aoBacO •pPa99aud6 4S Z09 Od lmd-oD daq=7 o ogrog �OOtZ to Q ZO tt ST X 8/7-90 t b E- j00bZ trh Q I ZO 09 TZ X t/f-90 T 1w Z9•S 3004 �h Q T ZO 09 Z/7-67 X M-90 T T 6T9 -S JOObZ to Q I ZO 09 81 X t/£-90 T T 919-S Z0. 09 Ti,;?� 6/TSO Z Z IZS-5 J004Z th q i zo 09 z/T-6T X 8/T -SO £ 619-S 'OObZ th Q I ZO 09 87 X 8/1-90 f t STS -S �OObZ` to Q I 00 OS Z/T-9T X 8/1-90 t t 09tt-S i Jow th 6 I ZO 09 ST X 8/T-90 tITC-5 AO"Z th 0 i ZO 09 ZT X 8/T -SO t t VC -S . AM to 0 ? ZO 09 Z/1-01 X 8/1-90 9 4 OTS -9 ' :OOtZ to Q I ZO 09 5T X 8/t-£0 't > ` STI -S 300rZ 4A Q `—ZO 09 Z/1 -Ti X 8/T40 S 8 £TF -S JOW to 0 i ZO 09 ZT X 8/1-£O t 't ZT`:-S '003 89 313 103- NI Illi HU30 H141P ' Aid AID 1 JIM Is Us IOU Re ittiililtllttititYtttttiltttlttlilitEYRtltlilflitltiltttiEY.EEYiitttlti3lttttYtitti/tlilllitiElit: • ..'s' . ,. .. - o. .. Ny3li�-(r..�.''L.•.?�1.i1.13/�3.�'. ��.�e 1't•b�rr _..-}I%:G)�1�.-.�: x•/�_St 7' �^ i1. I ti6/L0/i:tyQ P3:11:c1ncl l ��'*��`i�YCX�F'�!rR:�Y„)1:��:>'iC�c�C>YY:�'�XCY�S%}'•����yf���(�}?k:k:�'C��dC*���i()K�.*�C7�C)QC)i�>K)dC?1C)�:1J r`3 >-q� 'i:"s r.').S..I`I::lM1J,_a;:)�d<:� C)i.hs:tt4V`r:> ... ... .,. !�'�.? :a,3,.::3f'i4''.(::?.�,? r{I..i;:I •;r. ..< <:) 1 t1 T1.1;� UJ..hl:�h.l�y�a�?'v�ca. ,c�.1,.;7(�CJf:)��•� ..I�: i �:)C1.1�.T 3d <)86e� i_l.r)f;(XC3?:bel I�l�J'"If2`7J C1IC)1�f;;t:)?I Otr 11 a-L111juall • 3us `Gold • 5a -la -19d t s : 9 T 20" ti Y' &fu , im CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... _,r�.Ati�,�, _- r�,��, "------------Date ........ 12/13/93 Project Address........ _____________________ Documentation Author... JIM PETERSON ; Bui d'ng Permit # ; Company ................ JIM PETERSON Telephone .............. (916) 343-7250 ; Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone....... .. --------------------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM CF -1R , User#-MP0400 User -JIM PETERSON Run -HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1950 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories'.......... 1 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION ------------------------= Component Insulation Assembly Type R -value U -Value Location/Comments ------------------------------- --------------- -------------------------- Wall R-13 0.035 Roof R-38 0.029 ,`�` Floor R-19 0.037 BUTTE C®UNT- T FENESTRATION BUILDING DEP �fi ------------ APIPRQMEID OR -fw Area U- # of Interior Exterior hang/ Framing _Orientation (sf) Value Panes Shading Shading Fins Type ------------------- ------------------------ ------ -------- Window Front (E) 70.0 0.870 2 Drapes.Std None Yes Metal Window Front (E) 6.0 0.720 2 Drapes.Std� None Yes Metal Door Front (E) 20.0 0.770 2 Drapes.Std;None Yes Metal Window Back (W) 32.0 0'.870 2 Drapes.Std'None None Metal Window Back (W) 16.0 0'.720 2 Drapes.Std None None Metal Door Back (W) 32.0 0 770 2 Drapes.Std None Yes Metal Window Back (W) 72.0 0.870 2 Drapes.Std None Yes Metal Window Right (N) 45.0 0)870 2 Drapes.Std None None Metal. Door Right (N) 40.0 0770 2 Drapes.Std None None Metal Skylight Front (E) 16.0 0.1820 2 None None None M t 1 Minimum Equipment Type Efficiency I i� e a HVAC -SYSTEMS -----------k Duct Duct Thermostat Location R -value Type 'ACSplit 12.50 SEER Attic R-5.6 Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... _ Date 12/13/93 --------------------------------------------- ' MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM CF -1R i ' User#-MP0400 User -JIM PETERSON Run -HOUSE ; ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.525 EF 50 R- 12 SPECIAL FEATURES/REMARKS ------------------------ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Company. Address. Phone... License. DESIGNER or OWNER JIM PETERSON 341 BROADWAY #207 CHICO.CA. 95928 (916) 343-7250 DOCUMENTATION AUTHOR Name.... JIM PETERSON Company. JIM PETERSON Address. 341 BROADWAY #207 CHICO, CALIFORNIA 95926 Phone... (916) 343-7250 -- - p g p Signed.. tI Signed. 11 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- Project Title.......... Date........ 12/13/93 Project Address........ --------------------- Documentation Author... JIM PETERSON Company ................ JIM PETERSON Telephone .............. (916) 343-7250 Building Permit # ; Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM MF -1R User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150.(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control L • IIQ lr-lll..l.l.wJ"0 w.li11 Lo:j Jut- I.+i•1v U - LA _L LU6v:" A. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R -------------------------- Project Title.......... bate.. 12/13/93 ------------------------------------------------------------------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM MF -1R User#-MP0400 User -JIM PETERSON Run -HOUSE ' ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ----------------------------------------------------- ------ Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or'greater). 3. All buried or exposed piping insulated in recirculating sections of hot water.system. 4. Cooling system piping below 55 degrees insulated. 5., Piping insulated between heating source and indirect hod water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtttrae Tr /inen1a1-inn rrnvcr1 nnnrnvcA COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Date...... 12/13/93 Project Address..... --------------------- Documentation Author... JIM PETERSON ; Building Permit # Company ................ JIM PETERSON Telephone .............. (916) 343-7250 ; Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM C. -2R User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- = MICROPAS4 ---------------------------- ENERGY USE SUMMARY = = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design Design Margin = - ---------- = Space Heating.......... 14.63 ---------- 13.72 ---------- 0.91 = = Space Cooling.......... 13.42 13.77 -0.35 = - Water Heating.......... 12.03 12.15 -0.12 = = Total 40.08 39.64 0.44 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1950 sf Single Family Detached New Front Facing 90 deg (E) 1 1 FullYear Raised Floor 1 15600 cf 1950 sf 1950 sf 0 sf 17.9 % of FA 8 ft (Package E) 0 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Date........ 12/13/93 ------------------------------------------------------------------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM C -2R User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent -Area Zone Type (sf) ----------------------- (cf) Units itioned Type --------- (ft) (sf) HOUSE ------------------------ ------ --------- Residence 1950 15600 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) value R-val Azm Tilt Gains Reference Comments HOUSE ------ ----- ----- --- ---- ----------------- ---------------- 1 Wall 376 0.035 R-13 90 90 Yes W.13.2X4 2 Wall 472 0.035 R-13 180 90 Yes W.13.2X4 3 -Wall 336 0.035 R-13 270 90 Yes W.13.2X4 4 Wall 387 0.035 R-13 0 90 Yes W.13.2X4 5 Roof 1950 0.029 R-38 0 0 Yes R.38.2X12.16 6 Floor 1950 0.037 R-19 0 0 Yes FC.19.2X8.16 FENESTRATION SURFACES --------------------- SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description ----------- HOUSE ----- ----- -------- ------ ----- --- ---- ----- ----- ------------ 1 Window 20.0 2 Metal Slider 0.87 90 '90 0.88 0.78 Drapes.Std 2 Window. 12.0 2 Metal Slider 0.87 90 90 0.88 0.78 Drape-s.Std 3 Window 6.0 2 Metal Fixed 0.72 90 90 0.88 0.78 Drapes.Std 4 Door 20.0 2 Metal Slider 0.77 90 90 0.88 0.78 Drapes.Std 5 Window 6.0 2 Metal Slider 0.87 90 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Metal Slider 0.87 90 90 0.88 0.78 Drapes.Std 7 Window 20.0 2 Metal Slider 0.87 90 90 0.88 0.78 Drapes.Std 8 Window 12.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 9 Window 4.0 2 Metal Fixed 0.72 270 90 0.88 0.78 Drapes.Std 10 Window - 20.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 11 Window 4.0 2 Metal Fixed 0.72 270 90 0.88 0.78 Drapes.Std 12 Door 20.0 2 Metal Slider 0.77 270 90 0.88 0.78 Drapes.Std 13 Door 12.0 2 Metal Slider 0.77 270 90 0.88 0.78 Drapes.Std 14 Window 12.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 15 Window 20.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 16 Window 20.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 17 Window 20.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 18 Window 8.0 2 Metal Fixed 0.72 270 90 0.88 0.78 Drapes.Std 19 Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 20 Window 12.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 21 Door 20.0 2 Metal Slider 0.77 0 90 0.88 0.78 DraDes.std T � - „`�' � 11720 MAGNOLIA AVE., STE. A , RIVERSIDE, OA 925o5 a yuy • b5y.blou HOMEWOOD TRUSS P.O. Box sofa MARYSVUE, CA 96901 To whgm it may ooncem, MARCH 24, 1994 Trusses that have vaulted bottom chords (scissors, cathedrals, studios, etc.) have a tendency to push out the supporting and walls as the truss deflects downward. This is an expected phenomenon, and the trusses designed by Thuwal Systems " ohedced according to code and industry standards and allowables to insure that the deflections (vertical and horizontal) are not excessive. Whenever a mass has a vv.W.e r ho++o:rt chord,fir �� ua� Systertls - tmss dosign-dramnp- indicate this phenomenon with a note stating: -- �- BEARING$ MUST ACCOMMODATE HORIZONTAL MOVEMENT. This note is an Indication on that the truss will have a tendency to push outwardly on the supporting walls, and is not implying that the horizontal movement is excessive. Also, the word "accommodate^ does not mean "albw" or "resist," but rather 'take into account." This note implies gnlY that the phenomenon exists for the indicated truss, not a course of action required. IT is IMPORTANT TO NOTE THAT THE TRUSS IS DEgiaw =n FOR TMG wogBT CASE SCENARIOS, AND THE ADEQUACY OF THE TRUSS 0631(314 1SOTOT 011PENDANT ON THE ACTION TAKEN AS A RESULT OF THE ABOVE HORIZONTAL MOVEMENT NOTE. Conceming the use of Simpson (or equivalent) TC24 and/or T026 truss connector$; these connectors allow horizontal movement of trusses at bearing locations where they are Installed, and are intended for use (according to the Simpson catalog) only during the construction phase of the building. Because the connectors would continue to allow horizontal movement even atter the construction phase, and because of the difficulty in returning to each connection to rigidly anchor the truss after the construction phase, Truswal does not recommend the use of these connectors I�there are provisions made to anchor the ends of the truss rigidly as construcchon of the roof is nearing completion. Again, whether a sliding clip Is used or not, the truss has been adequately designed to handle the maximum possible movement, and is approved regardless of the connection to the wall. however, #m 99nnection to the wall dM affect the wail, Typically, the roof and Ceiling diaphrams.. are used to control the horizontal movement at the top of the walls, and a rigid connection between the wall and the diaphragm is generally required. We recommend a minimum connection of 3-8d common toe -nails at each truss bearing, but it is the responsibility of the building designer to design and datall ilk§ walls, dlaoudunw, xnd connections of all roof oompononts, ano l9 Merefore outside the scope of responsibility of Truswal. I hope that this eVIanatlon Is helpful. Please feel free to contact any Truswal engineer if there are any further questions or coma rb. SiIrry cerely L mar, E. Chief Engineer, Truswal - Riverside c:lwplhormove.tet FAX: 909.689-2524 WATS: 800.468-7610 23 Window 24.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 24 Skylight 8.0 2 Metal Fixed 0.82,'90 90 0.88 0.88 None 25 Skylight 8.0 2 Metal Fixed 0:.82 90 90 0.88 0.88 None COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- Project Title.......... Date........ 12/13/93 ------------------------------------------------------------------------------- MICROPAS4 v4.01 File-TIDWELL Wth-CTZ11S92 Program -FORM C -2R' User#-MP0400 User -JIM PETERSON Run -HOUSE ; . ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- System Type ---------------- HOUSE Furnace ACSplit Tank Type Heater Type ------------ ----------- 1 Storage Gas HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.850 AFUE Attic 12.50 SEER Attic WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 R-5.6 0.837 R-5.6 0.823 Tank Energy Size Factor (gal) -------- ------ 0.525 50 WATER HEATING SYSTEM CREDITS Area -------------------7-------- Solar Pump Wood Wood Left Rght Stove Stove System Fraction Included Boiler Pump Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth.Hght ----------- HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 20.0 4.0 5.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.0 4.0 3.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 6.0 1.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 6.8 3.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 6.0 1.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 4.0 3.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 4.0 5.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 20.0 6.8 3.0 5.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 12.0 4.0 3.0 5.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 4.0 3.0 5.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 6.8 3.0 14.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 6.8 3.0 14.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a -n/a System Type ---------------- HOUSE Furnace ACSplit Tank Type Heater Type ------------ ----------- 1 Storage Gas HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.850 AFUE Attic 12.50 SEER Attic WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 R-5.6 0.837 R-5.6 0.823 Tank Energy Size Factor (gal) -------- ------ 0.525 50 WATER HEATING SYSTEM CREDITS -------------------7-------- Solar Pump Wood Wood Savings Energy Stove Stove System Fraction Included Boiler Pump ------------ ---------- 1 Storage 0 ---------- 0 -------- -------- n/a' n/a SPECIAL FEATURES/REMARKS ------------------------ External Insulation R -value R-12 -._ __ ��� L .� LUMBER SPECIFICe.TIONS Top Chard 2X 4 K l2 DF -L, Bot Chord 2x 4 r. 12 DF -L web Piece 2x 4 * SFk+*ARD HEM-FI:a a =f2 12-11-12 COUNTY b-D-12 6-' -0 Buirm[C O 6-3-0 vat ILDINr DEPAR- 71 APPROVEID 12 7-11-1 s 0-4-3— 1 Standard Uniform Loading ?rSF) iCLL = t0.0: iCDL = 9,0: BCOL - V-.0: Intreasr- = 1.250 LIVE LOAD DEFLECTION OASEO QV L/240 GAOLE PLATEE IS 1630 2445 2-0-0� f0-0-010-0-0 0-0 10-0-0 ��.� ---�— I i•'- 2�- 11-8 SGcib /2 2X/ D I �1 y Bot. v CNV L' ry 4, DOD I N.C.0 L.dng 24.00' 0, 4/13/94 cc No. C 048480 s A Trvs??us Design •6-30-96 s � � lF O I CAL\�j CG 24/2A NAPVIN TiUNELL - PLAN 1950 / HOME1(OM / Ver510n 4.0 eild truss d('SCo&<it CcS A&x.1o4 );7✓oZ4d: 1937 Ro hzma'' . A6ii/ 'Re6114 : 79S 5/10,07. OtV - 1 / TrU55 name - E244 LUMB£f1 7TCTFI CA TI OtS Too CherE 2x A II t? Of -L BDL- Chart} 2x 4 • F2 tV-t Bleb PJ*Cr 2A A e SIANDAAD I#11 -FIR lon Cho Onttom CrrJ B Nchs 1 f- -755 0 )- 6.,1 W 1 1:''1 lr ; - • lore 1 2- -249 8 2• fief N 1 - - 14•;' 1r 4 - JO)l• 7 3- -249 B 3'-6.:+ LEYFNS, AM 1HE L OF TIE TRUSS K 5 -1442 T 4• Tor, C— 782 8 4- -675 BEARING: 1EOt1IPIEHEMS04. REAF13MG ACT. SIZE RED. SIZE LOS Loa Cho I(eh T f- 0.624 0 1- 0.365 x 1 0-0,5n x? - 0.37? T 2- 0.619 0 2- 0.377 V J - 0.106 1( 4 - 0.484 Ill 3.50 In. 1.50 In. 766 84 3.90 In. 1.67 In. 1569 T 3- 0.619 B 3. 0.34E x 5 0.71a T 4+ 0.563 B 1. 0.346 11RACIM1 ICNIXTS SHOWN BY • MERE /EOLIJA _ 2/23/94 MITMOM LAA,DRACINO AIT ACHED_XIIH tf0RUftTAL—Tl__REAC_UyT ^_644' 1111M CON'VSION WAY EXIST CCWCERNING TYP. RESISTED BY CONNECTIONS ANK INTMEN10t1 BEARING t0cATjOONSA Cil- TO ROOF DIAPHRAGM BY OTHERS. LEYFNS, AM 1HE L OF TIE TRUSS Gtr - 1 / Trine nets. - E244 / 116' - J' TO PREVM IHPRt7PEA INSTALLATION. 'T' QENOTES 27(4 COIITINUOIJS LATERAL BRACING FIEOQIFIED AT 24' O.C. IF NO RI610 SIFATHING 15 ATTACHED. TTTUS_S IESIGIED FOR 10 PSF 8OTTCH CHUM �,tnntlnro Ilntlarrl tnerling (r•SFI Tct.t - u,.D. rcut. - 9-a: DCUL - a.o: I nc reAS[ = 1.2.`,10 LIVE LOAD DEFLiCTIDI{ RASEO ON L/?40 LIVE LOW ACTING H3NCDHCtXwMLY WITH 7-11-0 7-10-0 TOP CHOFG LIVE LOAD. iI 7-10-0 ' —� 7-11-6 THIS TRAM IS DMI6IED USING THE ASCE 83245 7-68 CODE. BASIC MINI SPEED -75 WH_ T PLATING BASM ON G tr LLHWn AT TI1f I 7 V IF 14MWACTURE. EXP r'C" 9-7-0 �iitS • ai/ ?445 g . -� for` 1xy o�cty,derr 2-0-0 /r/LIX . Load %i, ✓olrr� • � � fP� yl�o= l� 2I 97011``' sting Sr'Ei Tjl f'I 19r - u:luh CHAM „r,1Jl:tI . _i.•.++s+•.�(rnl Ar1G'•LE No. C 048480 EXP. 6,30-96 OF f)f ESS10,1'. !'RFSS �yc� 1 n //J1r I J/t � � / 1 M� AiAtZ 'J 70 �co/��.:c`� 1 ,1 nr�J y ¢bjp chord ( 017e fc� iz n-� j7 /LATE CODE SPACING OAIE 89000 NCC-LDO 24.00' 0. C. 2/23/94 "i'muSWALSTf, �(•[T)�(��[c�'',��CC 1Ti���T�JJ JlGiltiJ /� ` rt�U�wnt SYSI WS Cllrit•OPAI1rJt7 K SP11lrs telt J tl h Dlle ns /n AG.I n1 AtM 11[11 wit. ra•a; Lit 711rTn nel nqs ms IGH wt rl CP 1K •t 111.1 1••o tntus Iw•os(D e. u1r TTl•.n:rtr,l AIA, a• 1111 1(Wn IIn•tt-LO nl m( torn Wtk C0" rA lry aaultal CI,IMA IIc "(tarlas, wi, f4!4V slnitllr I; r5a'r7D lion DI,K rr, litho( arCLn+h ttnrrt r11 HI1Qtr,In15 t9tI11n la rJllrllr.A11Dr1 lL'••1[C1a11 "Art, slrInt Ali 11nrY11 IF. IQ r.n ?D I:.v •; 111 C1/1tn 1/Mfr alfryt •AIaII IIYKtI 111711 rlr 'GuAI II. 11n11Na1 M111{/1[• III 114 r1,Ir.� VI - Ir 1119-Ilif If r•-11 •rl, :C ttn r.✓17 INV IGCfn' r1!rMl a1L PAIr1C vent •.mi 1r IC•t1+ 111'atG1a11n 1nr 1n nl 111111(1+ IllellMlf � at••.`•1C 111 1111 Tyr✓, /1,1('r 1.1 (IUt nn•c i1n. wm)lmu O I'atI+M.1t1 IIVR: -I HIIM l4 1n:!/n pr r1'iS IFY .411, lu,'• II!'.I fJI 1•rlu/s rl/ Int L1,Mr, /(1 M r(..r IIIt1(Y IVI math n, ¢tar, 11 K. 1. r.1• !llln ll+•I'�1 U •••m pnn.r.• 1r(I1b L. 11.•1IIDr.l.,lf?I In 1,. nnllmt r. {,1m 1151.1[1 OI f>•:!II: tl lnrn,cgS „• I•t1 n,•'.>• Ir1 r'11>.i,,/, 11111-llllf 1r1 �,�•.!•. Iln 1.1111 1([•111} 1:1 •/7• rrtrr [$SITI11 1(!'•11-f 111 (,•nl l'•1: ,1-I't•,••�1• 1n11, 11^', It1 ,ns..r•n r • 9 i•1•. r•n M1YI'pl,x.• n,1., rn11 f--gI-n .r ,rt-sc 11'1...11,1 •u. nN rn l.l+na lnrrrlrllr;' boll aam Cum tr,tnll w•, r•lc1 (I+•Kr.11a rr.. 1 r•'•., 1Ir. ,• •11,([,[`1 r •. 11, 1 . •1w1,• f•l 11 It{M of rnIIK. 1 IIt •t Ilvl:., t w11t 11 rii n', Iltil 11f (rTn.r•. rV 1,�1 IIn, ,G 111 1'nt .•' r- 1+! 1 0 ,•, .1 �I 1 11 rr11 1ntR V. S S .r1 rI1, I► f{ 1,. 1.1. r,L 1 C. eI 1,1 1.1r 1 v„ 1 1..,1.1 ll ' 1 -r:rn1 ,,. I nt l n Int uNJtYI LAIr.J L'w'" trot 19 r,7 14P. --.ICN [apo • ,, n W [r S;lnr I :• 61 5, IM rt 1,.•pn P _n.,n mr; u,n 11 •rlmr n {tT/uU1rt1 •ql nn nlrmn 1: illIraq li• S(m'r n ul a•�1.21BU 1„ 1 •41c.q A TrusPlus Desigl1 Design ' � CA 05 4 M C) Q 4 •L 91 24/24 HAITVIN TIDNELL - PLAN 1950 / IKWWOOD / Verefon 4.0 Gtr - 1 / Trine nets. - E244 / 116' - J' Job number >>E94058 �- 2:18 PN 4/11/93 Structural calculations for Project >>Tidwell residence Plan >> Name Wim Peterson - designer Address >>Butte County, California Architectural Engineering Specialists 4 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. BUTTE COUNTY BUILDING DEPARTMENT . 4PPRoV a ,, 2 h`: ._ 111 �.�1 ►'�._ ... ��Z V' 5 4 3 L ------------------------------------------------------------------------- Rev 11-9-93 Lateral design data 4/11/93 ----------------------------------------------------- ; » -------------------------------GENERAL DATA ------------------------------ Exposure > 8 Ce > .62 Importance factor 1.00 Height Exp. 0 Exp. C Exp. B 15.00 1.39 1.06 .62 Basic wind speed > 80.00 qs > 16.40 Method > 1.00 Normal force method Roof pitch > 1.00 in 12 0 > 30.26 Degrees ------------------------------------------------------------------------- Primary frames and systems. Description Cq p(ksf) Direction ------------------------------------------------------------------------- Walls: Windward walls .80 .0081 Inward Leeward walls .50 .0051 Outward Total wall 0132 Roofs: Wind perpendicular to ridge Leeward or flat roof .10 .0011 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0092 Outward or Slope 2:12 to less than 9:12 .30 .0031 Inward Roof total .0102 Wind parallel to ridge and flat roofs .10 .0011 Outward Elements and components Description Cq p(ksf) Direction Wall elements All structures 1.20 .0122 Inward Enclosed structures 1.10 .0112 Outward Open structures 1.60 .0163 Outward Parapets 1.30 .0132 Inward/outward Roof elements Enclosed structures Slope less than 9:12 1.10 .0112 .Outward Open structures Slope less than 9:12 1.60' .0163 Outward Local areas at discontinuities Description Cq Wall corners 1.00 Canopies or overhangs at eaves or rakes 2.80 Roof ridges at ends of buildings or eaves and roof edges at building. corners 3.00 Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.00 p(ksf) Direction ----------------------------- .0103 Outward - 0285 Upward 0305 Upward 0203 Upward 3 M C/13 vi 22-14150 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 4. A, 22.14150 SHEETS 22.142 100 SHEETS HMPAO 22-144 200 SHEETS .�., Crt C) � G ,a C o . w l Ij Ln c � 1� 22.14150 SHEETS 22.142 100 SHEETS HMPAO 22-144 200 SHEETS .�., Crt CbLuTR2 2:11 PM 4/11/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description »Line 5 ---------------------------------SUMMARY-------------------------------- V1 > 1.350 kips V2 > _ kips Length subject to V1 > 24.150 feet Diaphragm shear due to V1 > .055 kips/ft Length subject to V2 > feet Diaphragm shear due to V1 > kips/ft Shear per foot - shearwalls (v) > .154 kips/ft <Shearwall o Segment W/O Wall Opng. V1 V2 Force 5.150 w 5.150 y .000 4.000 0 4.000 y .514 3.000 w 3.000. y .355 12.000 0 12.000 y 655 CS150 STRA MIN. 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FL � ` � ' Q V' Dy O' - V p o o ° w, � � � � ' '�~ � 0�"'i�"=1.:-��' � � ��,..-�,.�. .. s - - �•�S'3,1. •+ „'�` � : '1 `r�f a sA�� a a0 °• a a❑ ° o ono o » 0 0 ❑ p Qct3 , 0 o 9 =� O Sig �p ao o `� • '�'r•,�.;r•a�. � rv-t � ,t'O .'_ ��'-�+.�r1�A���.k`3w11..•`.s.'i' �,_.@ii/�..... i� Y,. a'••- . n, .., , •, � .._� _ .• �. �"-�'1�;. g, ... .. ..- .. � n. �� r--a.'^\t, , `i; +fit L �• :C . - ,r.�-� :-rte--+ „^?�.^."^"'^ >. _.� z .. . _ . ?...` r.. yO WIN q1Z 2.{.• 59 -o it'- o # ' = „; �. , # , CUS 'O ':RESIDENCEJOR:606 _ _— +,�� e�`ARINYTIDYELL -- 31 1 p i • �r.i to*" .:-+! :, •fit ..aJdt 1Y:,. r;i, • � � 'n b � �V.p r.�`,x `'t.,}� , : •e� y ^t4i#h ws•Y_{• �� •-�' � 4. ..�(. ' ,y:,�.! yt -�y !, {{! FL � ` � ' Q V' Dy O' - V p o o ° w, � � � � ' '�~ � 0�"'i�"=1.:-��' � � ��,..-�,.�. .. s - - �•�S'3,1. •+ „'�` � : '1 `r�f a sA�� a a0 °• a a❑ ° o ono o » 0 0 ❑ p Qct3 , 0 o 9 =� O Sig �p ao o `� • '�'r•,�.;r•a�. � rv-t � ,t'O .'_ ��'-�+.�r1�A���.k`3w11..•`.s.'i' �,_.@ii/�..... i� Y,. a'••- . n, .., , •, � .._� _ .• �. �"-�'1�;. g, ... .. ..- .. � n. �� r--a.'^\t, , `i; +fit L �• :C . - ,r.�-� :-rte--+ „^?�.^."^"'^ >. _.� z .. . _ . ?...` r.. art+.BNA s, LIIMEER SPECIFICATIONS 'Foo Chorb 2x e ► Ec DF -L log CrAd Bottom Cno wpbs T 1- -3514 'B i= 961' H I -2,Z W 2 - 405 SPEt3eL a tr- CHART Standard Ur dorm :Loading (PSF) JOINT# Bat ChorC 2x 4 f2 DF -L Heb :Piece 2x 4 STANDARD Hr_j4-FIF1. i 2= -986 B 2= 650 W 3- 406 M` 4 - -25,c T 3= -986 'B 3= 951 !;r- Uni ANGLE TCLL = 16.0, 7C4L. - 9, 0; BCDL - B.O. - _-� 7 4- -1114 Increase = 5.250 1 = c __47 2,2 LI YE LOAD: DEFLECTION BASED 'ON.L/240 3 V.5t Top Chri Bottom Cno NLOS 5 2.2' 1.47 -2.2 BEARING REQUIREMENTS T 1= 0.360 6 1= 0_425 N i - 0.097 W 2 - 0,190 BEARPh ACT- SIZE REG. SIZE LEE T ;= 0.358 B 2--0-370 N 3 - 0.190 Y 4 - SI_097 - 81 3.59 In. 1,50 In. 905 BL 3,50 In, 1.50 In. -SO5 T 3- 0.358 B 3- 0.425 T A=9.360 J;UTTE COUNTY MEAP-ERS SlilaN 8Y' MOE REQUIRED. IGERACIW6 1X4 CONTItRJ0t15 LATERAL BRACING ATTACHED D WITH TWO (21 So NAILS.S TRUSS DESIGNED FOR 10 PSF 'BOTTOM CHORD LIVE LOAD ACTING HORIZONTAL REACTION 'a 494# _.`, NONCONCURRENTLY WITH To( clloRo LI VE tow. WIND TYP;. RESISTED JAY CONNECTIONS 'TO ROOF THIS TRW Is DESIGNED USING THE ASCE -1-Fte DIAPHRAGM BY OTHERS. CME. BASIC :MIN) SPEED -75 KPH: PLATIRG 84SOL ON GPEEN LLtet"R AT TIME 6�2-d-0 5-9-2 Or MANiTcACTii_ 5-9-2 up TTCFF 6-2-J4 ®iQ R4052 ` 12 Sp; 582. 7 F, Q,7 1% 94 2630 .- .s 7-4-3 IF- tE 1530 Chit seq. %F CA Uri - - _. -- :LO -4 .3 - - 4852 2445 _ 2445 .2445 8-0=0 2 -Q -O j 8-0-0 e-0_0 070 t 24-0-0 ZVERALL.SPAN. PLA FC CME spACFts ru LE - '- - - - - - - - 13 TS T+�. AE-SPQNSIBILIIY 4w DlttCt s it -Ascw hix T#"7 IME IDAOS UT ItMIT tort ARTS WESIGM'+FF.?' E!CEEa ir-, LOADS F-OSEQ BY 1111 SlgUL1UFZ -&No 1+g AI9t TOADS Irst15EQ Bt -TW 'LoCAI .�)I4AtDItz CGO'{ on �• H7S1DRTCAt CLIMATIC -RECORDS 120 f4SPDNSIBILITS IS AS^,UtED fDA; NF DI7.51w++L a[CURAC't VERIFY:-itt: - - - Pt-Flt',I&JS PRIOR -to. - 14 FABRICAIjort CLKeiEC1011 PtAlf S -910":sQE TRJSMat 15. m 26Giv a5 'sRtIF7EA 1AI+RIL3?74N ';+JAIL CO WITH 1118 I1} - . -"'f oUAt XU"TROL MANUAL' OF THE 1AU5S1'LA7# IMS11TUtt tori+ 4"o INL 7;015' -At 1HUSECM rAND� At _ L L FAtatS 'HDL SF'fCIfICALtY 'DF'SIGNAIF[I "AAF '4 114_-FD�'1a{7+�-DEv37FP -;f�DE!:+I[ J� 'F' g'1 C F�c� . t r'usr'l u Desigri - - - : - - - 1 51'TF:T A{ Ftit1l!tG Ord.Y LAIEPAt .BRACING :1*0UIRFD OF 1NOI110UAt TRISS. aEuRFILC- IS f;DlfJ Vit Ii+IS.'JRAnitas. "4 15 UFSIGM:AS5tpaS THE TOP CROM, !0 at_'CoNTIf4XK `v SAACFD at,SSi.Awl"T; AP41 S nutp115i 3'AIIU. ,"w ;. "D RFGTil CFILIUO 15 APPLIED DIRECTLY 10 1K 114110+ C+gAD- I1 `S.+at ZQACID Ai tr+[c;Aval-S mut* T�Cf-t ttl+x: i'.=f 7 -3E 10 Ls' MAS0ftS CRECIING 7R)SSES- ATE LAUTID40 10 SU'L PF4•E55I4NAt- ADVICC-RLG+aDb+f>. IEa+s'4aaAPr FPEC-T.I^'. IS atwATS 13(0IRL0 to MR-LTNT T0PK1NG AMD-DO"1N01tW ZM IR afl.-ORACIN[. keen 1PUSSIF: L1�w•FtRT ,ail} a!?D C4.:NQAIIorr.1 . J3F11 M�41[M to U5I0M :HAI VXIST CmfCFAHIrJGL 'PR4.'+EA 7IFii+' I0ECT-104i - p - V j� i /i^�, y - �,i SYSTEMS jW^4'Cf(�%T�%'� C1I un r rA0V TNTFRIOR OF ARING ItKAtlt1NS. CANTItEVFRS, AND IHE C!.G;gm 4t Ita -TRUSS -.'ID' 4M 41113 I-WMPEA i'a"it:i;I A71�3 TitJ5SF5, SriattN41 }71 R'-CEU 3H Mf} LN:iR4ta$N7 'THAI' MItL Ci�USt Tt+ aa4T5T[P4 i4*+II .:� -[1F. W1100 Ft1 EiCtfa A* "DA" LAUSF C�MILt Oat R`FAtF ttNaKa5t4ai: LAHIiESI, -r>aEN. t'i'-6a:, YS FBF S11X lE grf!aFIT Br 05 T w `^ -,� - _ _ 191 - J!)DILICtr APPS IGAlgeg. - Q', FscFairwi, AN0 IHCail4ttE IS ��tSICE I!E S[OPL -m. ittSr'W52fi1[ lTk iDf 1AUSMAt; k1 2tfzr '"KASFvITt TIDWELL - PL, 1`950 I: -HOW- oM I versi'otl 4,Q Dt-y .�.1 I Truss name = r�44 / 3/36` a A.. w . _ -_ � �-;c�� tUtHE eft?fI€aFIs�NS 'Its Cno Bottom rho locu Miff LhorTi 2s 4 ■ 04 (W-I. T I,- -7.55 8 1- 651 K 1• tr, x 2 - -SQ5SPECIAL TL,7f - tt,31JG CHART SEanaaro Un.-forat toadirg EPSF} .1t?IN'Tf ;. lanl ANGLE Bet R=-d ]ZA # * /2' OF-IL T 2- -249'. 9 653N 3 - -141 t? d 1034 T! LL 18 Q TCDt < 3.4; 6cot - B krb; P3rCr 2t • 514.iAR>t FTfi 3 3- 249 8 4_ .Q; 30creaSe = 3.25U: 1 7t3Z' H a- -6T675 LIVE LOAD DEFLECTION. BASED QH 1.1240 3 t -ty�5 O Q UP Cha Hatton OT keDs 5 "r•=° i,4T 2_2 DEARING FCQljlgK-hTS T 1- 0 524 S 3- 0.365 M 1-* 0, C-48, k 2 - 0,372' 9EARIN0 An SIZE to STz: LBS T 2- 0 `614- B 2 Q.: %2 )(3- '0,306 w A - 0 484, 81 3 50 Iry 7.541 lm 766 T 3- Q 638 9 3- ;.r.3-45 x'5 - 0.718- B4 3.30 Ia. 1.57 In, 3s9 Y A- x.%3 6 4■ Q.346 DM IRG MDCM Slii*TJ 6Y 0 W4DX. F+£Dt17RfIt jt4 Cowillmaz LATERAL MCM4 AT3ICNED � -= 644 BUTTE. COUNTY 1fiF`f x1fD rz� I+aILS. #IORIONTA� NPNO 'REACTION �� CDWMICN/AY EXIST CMCUSIING TYF. RESISTED BY CONNECTIONS DcPART ' FitFiM FIELD ERECTIM CLI APLl y KOK INTERUP DEARING 1,P^AtIQNs, £ANii TO ROOF DIAPHRAGM BY OTHERS.XF LEVERS. alit.'itF' C+O$ QF 'F) 10 PSEvVtl IWACPER IRcrTA LATiQN F,EaftSP D AT 26 D.C. 3F No, 81670 St+EAT;lIfi6 IS. AT7AOIED. `7mw MumEn FOR 10 PST 9aFTOM ,� FES LIVE J r LIVE LOA I ACTING NONCQrlUTENTLY Klff' T 7-11-8OP CHOM 10VE I= 57 �HBICODE BA IC I(IND SPEEUSID 75 k: 83245 h�f2S TialS5 BASIC NIIiD SEED -75 } 12 T BASED QJ 1 REEN LEIS" AT -ImE � _ 9$2 OF TUNtFACTUFE, Exp itcly 1194 s-7-a <s5a5S60 12 II tE 7 � CIVIL - F,QF CA�1k�R C ZD-d-3 A1E30 ,690 2<L5 2'445-D-�i R2d45 2-Q-17� 7-9-12 31-8-8 OVERALL SPAN Pt ATE [OLE Sa► 2cr DATE -MOD NCC-LOG � DC l i d,rl WESn'S"�SI6[CI1r OF O7ttERS 10 .ASCERTAIN lh,t THE DADS UtILI II ON 1HIS'DESIGN 1AEE1 �OR ELCE£C IWE _ ►E �ta1 !rt+p LOADS I"'OSED BY THE SIMCIUM arm % t Tit tOAuS �INzt05EO tir_ INE LOCA1. BUILDING CODE '0a. - �.�__ 1+1'•1RnICu tY,7waTIC 1$CC1>QS E+0 - OR DIMENSIONAL ACCURACY TERIrY 'ALT t 1*ttwI'� S PREDR TD CA841CAIIW �ftPON578ELE1+ 75 ASSUIQD T ®� ra;Talrt, +ECICHI RATES SowN ARE itriswAt ]Ea 18. OR2D'GAGE AS SPECITIED - - itP1 "Al =.Oy!'tt 111tH 7,+4. Wit ITN 4.13,41401 MANUAL OF 'Tk4 :TRUiS PLA1E INS111U1E IWIl AND THE 1fu1;1A=. 1RUStITH �a4tUAl 4t Ar4t'S 1Ny1 s+gilr7CALA Y �DES76NA11D ATK 10 BE- FWAt9't �DIYICIEO .;m� I$•NO?E.0 EA fill .Ijt4l DfgY t►Tt4At OnLtlra, 01WI-1111 TN ',INOIt:EOUAt °TRUSS W W!ERS 75 ++074.4 OH tNil tptawliTG -- ,t —.7L*t x*�',`mS THE ,DF 04011! 14 BE to"IIrR.msLt _�BR:tm BYsl*AINING-Yhn,L�S 43`MIF,D ' WIT,- t114G, A TrusPlus Design sI .I' Ela lfeG IS RrtIEDD1RtTTtT Ta 1HE 801104 CHOPA. IT SHALL BE BaACW AT 1N1ERtAtS �ltT f.c1Eu2 * 7 2. C i'f litPr ERECIING TRUSSES AW LAUTTONFO d4 SfYK-90FESSIONAL ADVICE 91SAPZING 709Viati3 'ERF L1Il"- - .- ,'��®�®�.1 F If3ra Ir �,TC+1 1r •twAIS RJOVII?ED 70 P1k(tT1:1':OPKiNG AMD-PONINOING- P441U To "BRACING IC-1 l75SEs - �t /�j ((�� y kl AECO'+HE Jlpal IDBS- f1PIl -*4ER4 C"USION.'WAY £KIST CONCff?NING GROPER sIE,.tt " ,,Q ■,: '^' ` _ JRL WfiS1�SlFMS �t3(7Pg[iIlTK)N: Itt sla at i>J IF RIDR SEARING L0EATIOHS CaN�-724.-EtiE 0.S, AND 3NE CT+DRDC O/ lfit mss 0 DRf E"73 I�ROMA i DYGP mrilt R-Y !i . 11 100, TRUSSES SAL :NOT B. 'PLACtO ` 11 4Nt .tMISIONMEN1 THAT:IrISI CAUSE T,i MOI-SIURE. CONT OF "T}t . +" - �,�D:T TU 114.£4.4 t9S a JDR LACtSE. CONHErtIxT y,ATE-XDHW?SEON: CAMaEA;, 111�N NE'CtS'iRY. IS AESTEgIElERH7rt7i.,Z, +.- -� - - - nJt,Ir 3iR'�:An:q ICtt lOtf. D< EkF'FRIr NCf t$3 IKCrDRt 7S _OUTSIDE THE 'Seem SPONSIBI1i3t Dt.:-3RUSwat- 81 2V?# MAWIN TIOXELL PLAN 1950 1 tMEWOOD-1 Version #,Q Qty -: 3 ! Truss nUlle iE244 1 06- I- s t , LUMBER SPECIFICAT?DNS Top Cho 806 trim £hii keb_ CSpF 7z1 FA c_ r.:,--, yl ,N$ CHART 'Fait rd 2z 4 p iC DF -L T 1 _&42 8 1- 72= x � - Ica t. P - -506 StanOara Unilora! Loading (pSFI' JOINT* ' z Y Tan) :ANGLE Rat Chard 2: e a ti DEAL 7 2-337 5 2- 727 N- -5a .- 4 - 85O TCLL !6 D, Tax9,0: SCOL - B.'0 Web f1ece 2z d ! SIIANOARD 14-FI€I T 3= 337 8 3- -445 N 5 _ -1266 Increase +„250 T 4 520 8 A- • 149 LIVE LOAD � � � ?-IOtt BASED ON L1240 3 � d7 �c.2 OS- 90_0_ Tap Cha Bottom Ctid Weal 2 147 2_2 BEARING :RLQUIREFlENTS T 1- 0_525 8 l- 0 378 .N I = 0 055 W 2 - 0.372 BEARING,ACT, SIZE REDSIZE LOS ? 2- 0.520 & 2- 4 385 N 3 = 0.040 k 4 - 0.403 ?+ 8I 3.50 In 1.50 In- 81D T 3- O.o'2b 8 3- 0.30N 5 0, 630 �' �7� Bd 3.50' 111. 1.50 Its 13?3 T 4- 0.536 8 A- 0.307 9RArING MEMBERS SHO). BY { WHERE REQUIRED. LATERAL BRACING HORIZONTAL WIND REACTION = 644 --if ,1X4 COt{IItBRACINGATTA£HED WITH Two (2) 8d NAILS_ RESISTED BY CONNECTIONS TO ROOF WHERE CONFUSION NAY:EXIST CONCERNINS DIAPHRAGM BY OTHERS, R+'IOPER: FIELD ERECTION. CLEARLY MAIC MITERIOR.BEARING LOCATIONSCANTI- LfPERS. AND ThE US CHOROF iME TRUSS Tf :"?EVENT IWROPER INSTALLATION, 'X DENOTES 2X4 CONTINUOUS LATERAL BRACING RECUIRED AT 24' O.C. IF NO RIGID SHEATHING IS ATTACHED,, TRUSS 'DESIGNED FOR 10 PSF BOTTOM CHORD' LIVE LOAD ACTING NDNcoNCURRENTLY WITH t 7-31- �—a pOFE�jl� TOP CHORLt LIVE LOAD. ?-10-6 7-11-8 THIS TRUSS IS IC WIND USING THE ASCE 83245 �" h T -BB CODE. BASIC HIND SPEED -75 MPH. i2j a� •�'. t'Ar� PLATING BASED ON GREEN ?IkGER AT TIME OF 14ANUFACTURE, T _ EXP licit 982 9-7-0 A852 1! 325 :' 1< ' Civil RS830�_ 4890 2145 2445 8-0-4 t`+.a445 2-0-07-19-112 7-9-12 7-9-12 8-0-4 31-8-0 OYERALt_ :SPAN PLATE CODE 'SPACING RATE - it i5 11M RI Sztt tSlfltC It i' 1M OT1tETiS. In AlLt ATAIN "HAT. JFt aoAGS UIIEI2E11: �,. tulS :OES7 GN `�if7 Ara #iLtEr lu# 85000. NCC -IDG. 24.00 O.G.... 2/23/84 - � ACIfIAt.iUADtDAnS I+:aaSE08. I,* StpUGtaF>f +Nn t+rt -{Itl fAaUS 3tmaS[D BTHIS-1 W .LGN WET -on NG..L� pal: HI'.ltFRltAt ltil stir++tlC HECo+aOS uo. RtSPONS46it11�1 IS As"LD UER DI,1ENSIONAL ACCWA[Y ti'f,aIfv alt - - t'Aiiltl '10 t BRICAi7DN f4tR+{tidp RATES S1I0WJ AP[ iRUSk+y;.:IS, IC, :OR 20 "Utg{` ag gw►. - Iii ,�At fI01*ly SylAt t CQ.tr*I, :i k1TH it�g 'AUAi :i TN CjGNIPOL HAµ{AE" IN :TK IRiSS PtAiI 1115 1 7 7 12 3E "PIT Amo -lot •- - t T ... - - SI'1zaA' 1 MING H yl •I Pi PA l&CI zJtil QUI;%Tts iC+tit itL51Gf1Ai{A At4:..lA R! twAll" VIVIL4P �a.'0[►+:+',{c ' �1. L L ♦ aCa Ht `CA*aT]FJaUSC 3NUgilUtiat 1{gISS. *q,unFPC: IS `tiUtiD;�Ar+r 7,:I5 D;1► KING . S?'f M.:.- n -.,.:t-. 7 '� _ s z, z C�1LIG•1 al,* 5 ttT 7UP [t t T , itl jG TS Appilto Otptr7tk TA 71+6' B D,- 11 St,F A7HITaG i,r41.'K'S. A7tp PkiSt S"Llto.:_'blM RI 1>_.� ... C%s .a 4ln alr. ';a t +t7ak-i_157R0, 77 5H►L$L $R►CE D: :►T 7ki1gi71t5 'ati , - IU ID' PIi-SONS ftw',YS aG IPAREQUIRED ANF CaUi-I0r41 id St~ta vpaFl:•SSiANAt ApttCE attG►s�INI 7E!K`URaRx { i{. nl +i: ,►�%MWVAn7.ie7Ltp :js7 ffiia i*tF. �;+tlCu i5 atkAt'S RfAUiACp 7A 7'plYCul ?OPb`ETN{i A fi�`. '. �. CLMutz, A41 AuD att!.a++M[NUaTIitNS- zipll �+$i;{ CA+3IISaAN ND No, RI11R TA-BR►CiRF a'.'Y'h-: "imsstS ` %%����� ''� C4451A,AIIJ r uArnr 1H1f1itOR 8f`aRING I11Ca1IONS, CA4TILEYIRS. AM IIIE EXIST-% ;ANa�1N, �FR�p 7t:'LI_T4EtIlAk Ot1Gf C/'1 Q t. � O 1 j1 TIi �Yi:L $�ISTEiV�S C (i�Qli il�N I,nStl. • a ,jo,9CL IAASfS SNAt L 'NOT el PLALfJI I,, a4i ENtIRo""ENt"'1a4Ai Mill CaE2S! :7PL t]a _ ilj{ t 1t WporI.it - !_ 4} t./, ��TT _ -A) lit S AWIN 15s onn OF CAUSE tOtl+iEcto4a q:aif CORRCSaO�t .cat!BER MKW WCLSSa [. I-5'bAa{isiFIEF +jW t jll'alt `f +tthlTilt?t 5 APPI ICAIIAN AF 1 %PFRIENC ANO IIIEMfo IS AU15:m. x1*_.S=opL_ OF p{g�g6jalt'i 1� 2}i 91A 24#24 HARYIN 73D"HELL - PLAN 1950 j }tOstE►[O0D 1 Yensian (.O _ Q[Y i 4ra3e.133A1e44 1/8* = i' Z LIAMER SPECIFICATIONS TaII Chard 2x 4 r f2 DF -L lock Cha Bottom Ciao Nee- i 1- -1777 B 1- 15_4 » f - -2*.H ta: ? - 362 St E :. A, Stenaarct UnI`Cern LuidA tg V-tlr; EI<'r _ _'r, # ttn•4t 2tti A14t;LE Baw Chard 2x 4 IF, f2 DF -L T 2- -1586 B- 2- SZ41 it 3 . .49� V r . 741 T£LL - 16 0; 3CDL t 9 0e BCDL - 8 0': "fi 15-7 ?te5 Piece 2x 4 STANDARD MR.. -FIR T 3= -1045 B 3- till; 1i 5 - -30� Y 6 = 55 Increase 1.2A 1 , ! A- -5045 8 4- 5058 N 7 •: iQE ti 6 - -2065 LIVE LOAD W-4- Thi BASED M L,1240 4: A U!, 90 0 T 5- -5308 8 5- -513 17 -2 K T 6- 594; BEARING REMIRE ENTS EA REO, SIZE LOS: BEARING n. 1.50: In. Sii9� Tao Chd Botten. Cid wCos T i= 0.364 H 1= 0.605 Ii ; 0.1.,E N 2 0,168 3T,ISIZE 5 lrl, 5.55 ZIt: 3434: .50 _ T 3- 0.353 B 3 0.53- if 5 - 0.23B W 4 - 0.327 6 0.025 've CO BRACING-, MEMiBEFS SMXN"`BY . *EFE REMIRE9', T 4- 0`.362 B 4- 0.465 id' 7 -- 0.05{1 w 8 - 0:602 u 5764` COftTIM10LJ5 LATERAL !SWING ATTACHED T 5^ 0.367 8 5- 0.214` T 0- 9.352 9lETH" TMG i21 St. NAZL5 s A C= METECQJFUSICM; MY EXIST CONCERNINGO-V PRCPER-FIELD ERECTION:"CLEARLY 14ARlc HORIZONTAL WIND .REACTION = 749 TYP':. IMERIM, 8EARTM LOCATICH5 CA?TI= . LEVEL: AND ME CMMS OF' TiE TRUSS RESISTED BY 'CONNEC'TI(}I�S 7'Cl I200P' TO PREVEffr I PFQPER IHSTAU AT20N- DIAPHRAGM B'' OTHERS. - •x� DEQ wz cat;nweus Let >i+!L BRACiNS: FEGUIFE) AT. 24' OZ, IF M RIGTii Si%ATHIN& 6- -1 14 ,. 6-4-0 (t�FF 31 MV t t*II(TWD --FS FP_�TTOM -0 A� '� T CHOFlS' LIVE LWJ 12 € + THIS TRUSS 15 QE.'cI5NE0':USING'TW ASCE g 1-@8' COW, BASIC KINE? SPEED 75 Wf'. O PLATINS' BALD' t GREEN, LUMBER,AT 72ME OF KANLJFAC'TL>FE> 4852 4852 r} # ExP: itcrr 1 z _ -0-8 , 17 ! TF ♦i 114. s 2445 r_7- - C Plvp ` 3:P4 L. [832 2482 4852 2445 - 2452 2445 9-0-0 7-2-4 - _ _ 9-0-0 -1-1 0-0 x� 35-8-0 OVERALL SPAN' TIC DATE - - -- - - ._ -. i +,rn-.--..- i' Is i•a PC5M#SIBMtTt q€ 00IC1tS tet A'tAPVAIM WAY TY*L tOAU5 UtILI1Eo -uAU--LOADS DM'OSED BY INE ISIIIUCILOn ANU 11!E t INt I OAOS IMTIMD ON n41S UE51GM MFV UP fsCEEO 'rE BY TK LOCAL- BUiI{IIIMi CORE 0a - - '. 775000' .:kCC-LOSS "24'.00 Ii. 7• .--+=.-�' !. : 'A azh-... - _ -. < V IKATIC PECOPOS.. ti0 Pt5PON51BILrt1 TS - A551WEI) a.. AIMEtI;IOte_: ACCUFe►CY ktRIft Att _ J SIT ' '� •:; x.aBnIrAjj04_ CCd#1[C1UFI F.At(S ", KW'i NV TISISWAt "'Pe. St-AlT, `?k -,t ;1;9N •- T/4' '0UtE7:tT MWAOF, M/teUAV OF INE. ICs 18. OR 10 GAGr AS ,SPEGJFiEO MVe PLAIF IFISF;.TUIE tlt II AND 1fj ' - _.. -. :' .: � Fes'.+re.• t.w.?s,�.Lt'•t t=+,...t-i, rsl '`wfrJl:irA11Y OF51WA,FD %_11F¢ F+Y tF)TTING, IYALT LA.cITI!; le .l 4, 1U O 10U1VIDFIat F"JSS ttt 4 OF ``,TGb AsGNFS IF+F TOP Cl+lnlll 70 Fic $VtttA1{1t1''LT a * l c. :dlJ •TFIII+G 'r5F lt11M, CftlTttG 15 API'1TED DFP(;. ftY 16 _TFIF FIOITCN- :.t --PP $1. Lj OF 10 P.E1;rfult1 I,EvjUfD --BFr:FFc -EM DFM,rl4 WHO OM TM15 Vull-INO iNA ESi}P'tIEj1Wj5f SJAFfU %"I h, PE BAAElU .•. IN11'N4:AI5'+DI.:E!Cittt+-_ c- Tr us l�i.~t. I..F.esig.n. - .. �.. •,� .f3 C V10115 NS F01ttING 7) 53(5*4 LAU1tW5L' FO•SF.& p4 griisliIIAz:.„o yet .:c5YM0:t,G -val-.;Nf. +F+1Ctf 1 - AINAYSPrakil"(D - III P;*tfMT t!ffit* vs,?N0.'-_ GGMI�ItJ6, fiw..F.•F .'f Al:t"flEtfji'-O DT Ttole” ;IIPII MF -PF COFa_J MAT +.,;Cn.x,e +[ Ex _. to :. rst IO 'BPACI)m ti..'ttt'FF�FFSSI4-. ;i Ir; T t _ TR t►SWAL.SYSTEMSCORPORATIOU LFT°Alli AAA TNI$11101t_.81APING, iacAtlONS, CANT11MR4,_ ANF it J [les a ,I tot IH+JSSI S.SMAi1 Plot.. BF PLACtU [it ANY ttFYlti W11941: IHAI itl1. atiryrCLff f9t A"""OR. CAUSE: COMICIER FtATE CUPPEM10M-CtMUF,p_ i.'M iff.:tnUS� :'t _;:fiC.l+* 11urporto F. ,ti .!+4, ?*OF$Tlttli IDNtCRT OF 11+ iMEN HFEMAS t.. NEST I)Fllt?r�� - - f�yi .•- Ji�I'_t3otFcx' Agfa AtIOlF -;OF ".rFRlrKf AND: IFcal FON* IS OUTSIDE III CW. SCOL 01 Ai:'aP(li:'rTB IT IT, nF -7 A . _ Qfk " 24/22- - FUPFVIw 7IDIfELL - PLAN '5950 C H014EMe0O ! bersfori 4.0 Oty. ii / Trltwa nnrie • E214 / 1/8' - ]_• { r i S c • l UMBER ..PECIFICATION. Top Chord 2x 4 M A2 OF«L O C d Bottom Cho Webs Top h _ ° 1 f- -'1920 B f- '1657 W 1 254, k 2 302 PLG AL I> w"L '.N:I:"a :CHART_ S I �.. 7 r 51=) J�f714111 Y 1:1 tin) Mkr Standard Ifilfnrin Ldads+f P Bot Chord 2x 4 0 12DF-L 7 2- -1728 B 2- '1364 W 3 -499 W 4 « 885 TCL,, 16.0; TCOL - 9.0; VC1 +° 1i, 0. ---- ------ «'.��, «_-8,5 I lotT Web Plece Zit 4 M STANDARD HEM -On T 3- -1192' B 3; 4- -1192 8 9r 1364 W. I5 -499 W` 6 = 362 1657 W '7 - -254 IncletL!e r 1,250 LIVE 4i�f•0 DEFLECTION BASED ON 44 417 4 V 01 4 05 1+'0,0 -1.56„ T'S- -1728 7 -1 Iz 8,5 T 6- -1920 BEARING REQUIREMENTS BEARING ACT, SIZE RED;: SIZE LBS Top Chd Bottom Chd Webs Y f c n �4�f - HORXZQNTAh WiNp RL1�OTIDN B! 3.50 In, 1.50 In. 1191 33 W 2 � O.f69 T 1. 0.3Bi 8 i- 0,630 'N f - 0.f' BL 3.50 In, 1.50 Inv 1323 7 2- 0.392 B 2- 0.,579 W 3 t, 0.390 W 4 - 0.414. T1p, RESISTED BY n�"``�/NECTIDNS TY - T 3- 0.356 8 3 O 579` W 5 s7 0"390 W 6 0.169° BRACING MEI�ERS SHOWN BY. It WHERE REQUIRED`. B 4a 0 00 W 7 - 0.133 TO ROOF DIAPHRAGM'BY OTHERS. T 5- 0.392 -CONTINUOUS LATERAL BRACING ATTACHED T 6- 0.381 NIT H' TWO (2) Bd NAILS. TRUSS DESIGNED FOR iD PSF BOTTOM .CHQRQ. LIVE,. LOAD ACTING NONCO14CLWNILY 'WITH xa4r B TOP CHORD LIVE LOAD. o THIS TRUSS I5 DESIGNED USI NG THE ASCEr. . 7-88 CODE BASIC WIND SPEED -75 MPH,. VIM 0% ?LAYING 0 ' ON GREEN LLAER AT TIME O SSi�N\ OF NANUFA uRE. 6-2-14 q . EXE C 5-9-2; S b -4-o : 6-, ! ct�,4 I P 84052: 5932 4852 1 1.L4 4852 4 ! 12 ! l- 1630 N * 163Q ASF QF "0-4-3s 4682 2482' 4852 24ti0 9-0-D 2460 , 9=A-0 .1 9-4-0 9-0-0---r- p 0-0 36-B-0, OVERALL SPAN. PLATE CODE SPACING RATE 111A1 ii?L 1145t11SIGN mf(I ON Lt•tE'p Wh 4.OQ" "d.CS pSOQO NCC-LWI- "�FF 2L23/94 11 IS 1l(''0ESOON5IVLifY''I1t b1NEns:1h ASCIMAIN IOA05!UTITlltn (;ACIUAL )LAO LOAGS IWOSMOY.111E,SIRUCTU111' :ANG THE .tIYL.I Ita OnICAI, CLiMA11C ,RECORDS NO 'AFSFONSIOfLIiY. I$ ASSUNLU t IMEN;10115 PR"i,O0 10 PAGRMAYrION (Counk0ell MAll 5 N11OW1 ON OAUS iMP05LO•_ 0Y 11t( 9,LOdAL•..OU1E0t�to COflt aR FOR :OIM11r.',)0AL ,ACCURACY VtRIF1 Ati, ANF. 1110SWAI. 1G. 10. bh ?0 GAG(_. AS, SPECit'IEG INUSS TiIUiL h"1 A (') ..4 yam, ' TRUS.: IAlIN1{"A.IJON. �NAI;t„CONt'LY..'.M11N tly,:.''OUAliT7.:.LUNiRfH„MANUAL".,'Ot flit 1'LAII IN fi1`i1 .ANI) 10115NAI inUStOw MANUAL ALL PANT 11111 ( 110 ARE 't O. 10 IOUAt.I l 01VIL1) .0, UUtltiS ..Shlt'iM.I:.,CUITING.-„;OKY-LARNA1 OPI M, Rt1IUPl11n a, NUI�YIOUAtA'1RNS5 NIM11t115 I5.: NU1f0�01Lt1t1� I111ANI)tYi IVIS Ul:51GIY ASSUMIIS '111E;'top CttOGp p Gt C011T�11UO1151Y ORACFO OY, 511tAtl'ING,UIt1! .C.0lttltlNLd 5 AtI�G .,. w R• tlCl 111 Iil .C(ILI IG ::IS AM IEU nIR4Ctl Y(' t0 . I)(.. GOI10N','C/itlilU, I.t. SIfAIL OI. tl11A1'1 It :AI.,iNil )IY 1(S .: ,;• A+�.. A” T1 �CJ' r ,r7, LJ Q. �J- .:. 1 1' _: „10 .0 Pit 1150, 5 ERf.CtING:lhUSSLI :AID- CAUL GINO td SEEN i'IIDf.,F�S$IONAI AOViT;1 RLGAj UING. LEMrUIIAnr rD(L1 C. tPU5a15 _-,ari�7aii[li�i 04iAfIA, xNiCN 1S At1105:RE0UtREO .10 10111MIlt I.Pi'l ING ANO DOMINO NG 4 RTilh t0 OhACINA NOQh Ci1001itIAIIY ANO III,COMNI.NOAIIONS IIP1 M1wiW CUNILSfnN MAV :' XIORCGtICINyNIG EtAYUPEN 1110.04cljby. NAil✓, witilf-wiIS. Aittl 11ti..C1)ORUSOL:.iNI tRUS_, Itl IAfrfN1 M10001th! ' q 0 OI f U.M. L1� �II1 (ry{ .'I � " eU C4 17 <-..LII)ntI Y ( ATION T►ZUSVVA( 5. SgMS CO OI? ! iNI(h10il NIARING tOCA�faN5 ►N!iIALlA:1Ib1Y,:7NUS515'SIIA[.1 N01 0!';PLACFG 1fI,All) 'tNV1ilUNMENI '1041 NIII' AU.'.1 IML:wUISfYNR CONi(h bl IMF ilrt!)11MAtl. NNltO tU T■CLiN 198 AHG/Oh CAUSE CONNICI- FITAIE rallESIDN , CAM01R N1g1Y MF or t0SYS 15 II an1100UN5 APPI ICA1i0N O( wFNIENCI 4NII hiEhl(ngE SIS OU157UE. 11M SCO1'.f, Ot )tfS1011,10J11tF t1, NUS L OtY - 1 /"T/';Aob heltle - F.244 l 1/8° O1! 24h4 MARVIN TIDWELL - PLAN 1956, / HOMENOOD / Ver§inn 4.0 J1 LUMBER SPECIFICATIONS Tap Cho BattOm Chd ±oehs SPECIAL :Fi Tz r 13[tti3Nv` CH! RT Tap Cnord 21 e w i2.OF-L 7 !_ 3888 B i- 3504 ti i -147 "s� 2 233 Standard niforll Loading. '(PSFi _ J03NTI >: tin, Y #ml ANGLE Bat Chord 2u 4 W 12 DF -L T 2- 368E "B 2- 3185 W 3 - -422 M 4 - 2073 TCLL - 16.0: TCDL: - 9.0: :BCOL - ;6_0; --- _ Web -, Piece 2x 4 Dr STANDARD HEM -FIR T ° 3= -3023 B 3= 2753 W 5 = -2117 k 6 = 878 Increase ='1.250 ] 1,�£ 3 34 15.3 WEB 'Piece 4 T 4-1-1170 B 4- 1003 k 7 - 76 M B = 3B7 LIVE LOAD DEFLECTION BASED ON 11240 5 1; -3_O5 2s 4 • STANDRRD DF -L T 5- -1170 8 15*D .--- 5- 634 W 9 r 37:1 K!o - .-1798 8` - 22 S.A7 �2 T ;6= -!!0i 'B 6= -_535 T 7e 620' 30, 0:110 2.80 0_0, 12 1.7-1 BEARING REBUIREMENTS lop CnD1 Bottom Chd Mebs BEARING ACT. SIZE RED, SIZE LBS T 1= 0.524'8 1= 0.769 W 1 = D.022 1t 2 =0..137 t l' 4, j BS 3.50 In. 1.50 In. 1067 T 2- 0_324 8 2- 0.712 M 3 0,,.196 M S='0.842 H�RL�i01{T WIND 86: 3.5n In. 1,56 In. 1A65- 3= O� _ 7�t TY�. T 0.46D ,B 3- 0.636 W 5 = D:604 M 6 - i0 -All C�CsIl�iT T-. 0.287 a 4- 0327 M T = 0-064 B - c_aaz RESISTED BY CONNECTIONS TO ROOF BRACING NEM$£% 5H0itti BY Lr; WERE REOUIREO_ T 6- 0.356-6 5- ,0,394 W 9, - 0-173 N10 - '0..950 !X4 LOHTINMZ LATERAL BRACING ATTACHED T 7- 0.370' 8 6- 0,354 DIAPHRAGH BY 'OTliEkg. IE77H TtiO MORE CONFUSION MAY EXIST CCHCERNING COUNTY SER FIELD ERECTIONCLEARLY NAM r� r: , M1ouTTE i INTERYOR BEARINGLOCATIONS.. CAI#TI— ' LEVERS, AND CHORDS OF LTRUSS,fmill nj TO PREVENT IW9�T;aFA INS[ALLATATIDN � �3.s4 ,� tZFESS/ 'X` DENOTES 2XA CONTINUOUS LATERAL BRACINfi0 A -7-11 4-i-Sa a -0-e 64 REQUIRED AT 2i' II.C. IF Na RIGID SHEATHING IS ATTACHED 3 :10- 6 d-10 V ME 5., ; TRUSS DESIGNED FOR 10 PSF 8tli7II14 C#i0FX1 Fi4052 LIVTOP LOAD ACTINGL NONCDHHI -. �. CtI NTLY TH TOP CYiDt`D LIVE LORA, 7��' 7FiiS TRUS i IS DESIGNED USING THE ASCE _ 7-88 CODE. BASIC WINO SPEEII -75 11'11. 4075 PLATING BASED ON :6RE8k LUi®ER AT TI1E2445 - -_ OF VAMJFACTLIIF-. ItCIt 11-a-$ A852 a tt�T CIVIL * 48M is DUST WMATC- 8EAFUNC+S; ACCOt� 1630 Q7 -3NTAL MOM A MAENT. 445 249 ; 0-4 31v .�j4' A Q --------------------- i2 12co �- =O -A-43 Y 2445; 22490 - 24,E5 _} S-5-13 6 0- 0-a a -11 -ti a , -a OVERALL SPAN _ PLATE _ CODE SPACING OATS Y R'IOQ'Ci P#cc-LEiG :2A.00" {�*C. 2///94 .. _ - ST, IS te'E F SPMKJBILiLT u OT EAS TO ASCERTAIN IfIAT THE £CADS LJ L12 ON 'Itt15 DESIGN > fEi mT E*CEFQ TK ArluAt UE An LOADS IMPpSED at TNii SIRUCIL44 'AND THE El+E TOADS IiW=o BT isg If.4tDRSEAL -tl Locu f3U11'nI1.; can":aR INA71C :ACOADS-= NO PESTi-ii.57aIL11T, IS ASSu9EDNSIO - FOR OINEHAL ACCURACY ti^ERIA'Y ALS. . 'OM(N`�f VJS PQICR 10'-TADLICA#10" CUfeECIOR PLATES: SNDWN- ARE TRDSWAt IF+. OR AS •; -. -. -- -. _ .2B. "ZD.-LAGE -SPECIFIED* 1SnNSEA"a" S"AlL CO -PLT WITH ID4 'OUAE ISY CONTROL "AmiLL' OF THE TRUSS halt If4sl ITUTE ITM LAND INC lf"SWAT I wat;3ai, ALL 'PIKES NOT SPFCIFjCALtY;0ESir#JATFO SAW TO M FQ'..)gj Jr tJIVIUFlt � DE—_ - A t'] j H -L .�2i- , ':O s n - - - W-.f.IAL CU NDYG ONEY LA►ERAt BRACING '%QUIREO''O+ INDIVIDUAL IRUSS w W5%S IS tiOTED DN T++IS, DRAwIm Oils DF5lG+f AS" S Sic -top 040M In FK tWI1Fa7 USLl'..:BRAM Br Sl*ATff]"G rtE`•5 O:Mpr:SF VAIFD V -4M ND TTIGIcI tF St FN6 ISAPPI .} " - �� DEO DIRECTLY t0 Jit' 8Qt2aN iNaim: 2•Y.SNALL BE BaACEU AT II7tERCAtS 'Jul F•ti#t1l .T• iD T}• MASONS 4XVIN: 7PUSSES AHF TCAUTlW_O TO SEEK PMr.ESSIONAL ADVICE-1AMARDING tE%POQ4Rc FRFT:4L y -. t �j�s RMARMAMS �t�j�,, i�j SWIM - - .DAT` t'. Mr. Bt I +t iTCN IS ALNAI'S REaUSRED IB WENT fik'P[SNG '►ND 'DO" MING' i2ET LR TD'" ETRACtwF w�qn IMMIS.S t "fNia;i, ATie;tir.O"r.cHaaY:IdeS' {tFtl -wNERF CMUSIOt mAV EXIST ta+4Fw11tJG_ vRaPEa I7tLL+ filECIION. -,.. - - Owgp 1 = Ll 1V lL Lv_.- � _ T'i. � /� �/'j/r-. r /(�{4. i:JC't T r 2) �y�� E �+tv�'Y�Ai. .SY C {.. FZQt �i _ t Ut'l-Ar{. -Au ENtFRIL"3 BEARING tOCA.IOMS CANTItIEWRS= At4 IM LFWaOS'OF IND. 1PUSS` aiy jnx;EUrt I+2pRD:`ta .iNStiTI ATI&4' I"_ Y ES S1101- Not B) PLACED IN iNl' ENCIHatY1i_ TWT :11It T. to=J�.+T i1+E' .$I URE C:I3u:T Hi a'TF 14- T$, +�IH�D IO i*:.EFit 192 AHTTIOR CAUSE to"r?DH PLa1E-.[URCKSIDH OBER, +AEN +ET:ESI SIS TESL OF TE�If*D Bi - �T _ _ :. A�1E.30DI: sL+PD.ItAY#aD1. Of fxFFRIftK,: .ate' 1woriWE IS DUI >F. Tf4. 51"I�E Df f: SPa't5I91t It: :=E1: :+RUS•Ta,L _ -- MA 24 MAgirIl4 TIDI±CLL -'MAH 1^30 t* .EMOOD' % :eFSion 4.0 itty !. f 7ruiT9 name - E244 ! 1f B' UP(SER S:ECIFICA7I0 lop Cha "ttom ChC SPECIAL P LTE CHART TOP Cn*r'O 2x 4 w 12' :OF-1 T 1- 3680 :H 1- -3326 k I -1 52 * 2 287 Stanaara Ihllform Loading (PSF) J01NI9 r Tan: ANGLE Bot Choro 2x 4 . fz DF=t 7 2- -3485 5 2- 295 ►i 3' - 42y tr A 1955 - TCLL = 15:0; TCDL - 9 0; ''BCDL - 8.0: --- __ -- - *rb Pl"V 2x .A • S ARDAM Hctf-FIN T 3+ -ZetS B 3= 2564 W 5 w 2010 V S 764 Increase I- 1.250 VIR P) ecs A i k : -105.7 B A- a3a M 7 155 it -8';- -473 LIVE LOAD XMF:.ECT.ON BASED ON L/2405 i z -1.05 90.0 2;t 4 sr TA jAG :GF d T "5- -1057 'B 5• 262 W 9622 x10 ---16301-47 -2.2 T 6- -920 >I >a- -34$ 1R c.60 0.0 T ,i.63fi - STARING k'?E UIREW915 Top Ctld Bottom Crd Webs ",ISG .A 1}EAAII� ACT SIZE MO. SIZE LBS T 1= 11.492 B 1= 0.'737 W' i - 0.022' k 2 = 0.13!1` et 3'.'50 ITT- L50 Iry 1021 T 2- 0.304.'8 2- 0 fi79 W3 - 0 157 K 4 -0.794 _ 86 3 W It, 11st in1514 T 3- 0 430 8 3- 0 baa W 5- O 573 V 6- 0.358 I A- 0.284 8 4- 0.297 1f 7 -i 0 012 k a - 0.5404pr BRACING NE fXP5 7 5- D.353 6 5- 0,269 li 9' - 0 291 *10,-- 0.67.5 1 5- 0.350 8 6- 0.'269 - 41e4" tOKI I- OUS LATEM BRAM G ATTACI'wD 1 741 0.373 _ VITR TtRT O Od ,MAILS. is Cowuslut >ut EXIST COFACER1400 HORIZONTAL WIND REACTION = 749# TYP> PSA nELD EqT-TZOx .CLEARLY NAW INTERICR BEAFI]N6 10CATIM6, CANTI- RESISTED BY CONNECTIONS TO ROOF �Rp ESS1C tEYm AMI 'THE C1lI8ta7S OF TW TFt75 , ID Pf VEtiT I�Tao R "s1isIALiATIDft, D1"HUGH BY` OTHERS. ';€•- mom V,4 CONLINUOLIS LATERAL, BRACitifi AI 4--1i 4-i�10 60-8 �nE1IluEtx AT - 24; a C. IF No 3iI6sD ATN1fa'& is ATTAClE11. 3-30-2 5-6-8 6-0-10 714,155DF,SIGNED FOR-10 PSF BOTTDN 84052 LIVE L= ACT]NG F#D+ f:CLsFENTLY x7711 7 t2 TOP caamt LZYE LOAa< THIS Tia#5S IS OESIGPED, uSIW, THE ASCE 7-68I'CODE, BASIC Wits S -75 -W"-, 40?5 I 2445 PLATING BASED ON 'GREEN Ltt-leTt AT TIW- �CIVJ� � OF 0 AFA."" TGA. K \• IItnit 11-0-8 4852E.Q 4852 i? - 1630 5660 �7 - 445 249 &EA?ifl.Ca3 MOST ACCCMLIODJ4TE ¢-A-3�4; '# :L0-43 MOPIZOt7TAL MOV94-ENT 5650 2445 2462 2'45 6-5-13 6-0-0 7-1i-i2-4-0 _ L 3678-0 DVMALL :SPAR ' PLA I E Lflt}E STraCI tEG DATE - - - ItIS 2ti4 AESPDNSiBIL11r OFQTKRS TO ASCERT41H 14AT THE IDADS Ut.ILIZEO ON 1415 DESIGN KE? on,-CEEC IK RWM MCC-LDC 2-4,x' '0 C.. 212394 aCIUAt TRAIT LoAnS 1.00SEQ Sr If f SIKKIM, AND t+f t IVE -1DxUS 1"POSEQ BY mE lacAL Bulk PING ODE y; - - - lf1,iFFti CAi LLCMaT 1C E+ECDR05. tui R�ESP(xa518/LItI i5 ,►SSUIffD 'f QA DIwf NSIONaI ACCURACY ItAIFY -all_ : - - �� DtfaC4:'�#0415 fiSLfOA 7D :FxBR#CaTIPf+ T'IRR$CI077 galt5 $1f07+N-:ARE TAUSMai ifi. 'f El. OR:�O'6aGF 15 'SrtCiF1CD - - - - t:LE7u[CxT]T7F _.�IAft Cnyt'lY •IITN Ifo! 'cAlAII tY CD?71RJL waNUAt" `Of' 3Ei ifA.45 xIE IN51I JUTE ITI'll ANa Y1+E - IfNt5wAl TR{1S,Lpw vellum ALLF'.xt4t5 NDt St'CClf`tCAU'' OESIGIUlfn,AM TO'81 twillV%nVlDEQ..-.-etfc"t'z : 4m W S»,ir IAA 7L1t t, NG O*dT LaEERA1-'t7l.AC27v %7E.WCREQ A• IMIs:IQuxt 7tulS5 wE wBf ft4 IS "NOtfD Or, t5 Daawit7G - _ _ : [i31: Uf%1WW &S",MS tall IOP Li�r0 10 BE CV7t INUQUSTT BRACtO BY n;f&I*-i NG LR+LiSS; Atsa3>rISF Vatfi I"W— ` A Tru S p 1 u s DES -(1 �"'� - _ "" l#',#; t.f3t lr4G IS QPL If.O DIP-Clt•r TD Tlfi ectTO- CWyio. IT Sf7at1 et '8s1xCE:0 xi #NtEAt Is5 Q*.'F+7:1Tf7I h `,� _ _ i'tf £`" fq ttSONq Eaati.CtblG TPtISSES Al* CRUttb•+fIt It SFV3 �f'.ROtESS10Nxt 460VICE -RE16knOING TEwtYWWr 'catOlzi W401tfr. rQl,Lll IS At•AYS 17EDU'IREO 10 m*%,tNI Tpl`.p14Nt, AND 'Do"MINi' Qf"q lD-'BRALINti VICTr ICrUsst- - __. II-- 1ff0AQ. 0V Qt Lal-mFW4117]N5' 11P.0 1rt41IE -COWUS1004 :NAY EXIST C0fKfft!4VJG PROPER f1l,.TT, fhEL1:1ON, _ LTFirllx aeu. IN11RCOk BfiaENG LOCAVIONS. CxNtYi'l'fAS, AND ttit CHOMS 01 tt?f: TIV.W '10 f°tg.f't 3w1'R milts" uWG# i /� �; ;mvNQLS`I�JTEms cows i�aT4ON: IN;i1 a,arjOrt Is"Si3 so4vt *401 at Y*L►LEO IN ANL. LNcLE? PMENt 114AT'WItL CaU51 31-L MOISIUNI IONIVO .OF 77� �„//-f4 �, wt4U f� t.'CEsII 191 �►ML"OA CiLrrE k(PPA 'tt61 tnxTE Cou" -510" Cxwaf,R: yM1+F.NIWCLS-Anr Is hfST ulln"I'>fII;E!• '.. ..054004 - .)i.4➢1E tt� i APt+I t[�'1TN1 tR' E7[i`fR.'r NCt TAM IMM4704E. IS. OUTSIDE lf1E SCOPL LE w SPONST1111 TIN IV 141U577at - D� 24/2.4 " )uRVIN-TIDItELL AN. n50 / ROREN , 1 Vers#orE AA Qty +� 1 %Truss 'nBsle - E24d 1 i/8' i- TDD Cho Battum Cho wen§ LUMBER SPECIFICATIONS 92TIONS T f- -1494 B .i- 1346 K 1 -23a� ti c 34is Slanoary Uniform toadin0 {PSFI JOINIaTL > *A•. �- '`TNG CtiAAI SPE Tota Chord 2x t r t2 DF-L - �'° ANGLE '12 Bot Chord 2x +� .3Ta) VF-L T r� -1256 :B 2- 940 N 3 - -456 W- 4 - 653 TOLL 16,0? TCCL - 9.0, BCOC ; 8.0: Web Piece 2x 4 i. STANDARD HER-FIR T 3= -520 8 3- 474 5 N -019 W 6 -499 Increase = 1,250 1 is 1.B5 38.4: WEB -Piece -4 T 4- 196 B 4- -999 'M 7 - 1024 x 8 - -]414LIVE LOAD DUL-ECTION BASED ON 1:1'240 5 0S 90:0 2x1 -4 ai STANDARD DF-L T 5- 196 '8 5-. -629 N 9 - -3V 1110 • 98 B -i _=r ! 47 -r 2 T 6� 109T',B 6- ,fila 1Q [ 2 40 " D»U T 7; 729 _ S2 1 it 2.85 'BEARING REOUIREHENTS '.ap;'Chd Bottom Cho ke6s BEARING ACT, SIZE ICED, SIZE LES T 1- 0,242 B 1= 0,387 x I < 0.030 K 2 = 0.162 81 3,50 In, 1.50 In. 508 T.2- 0.154 B 2--0-316 x 3<- O:169-k 4--D.264:- BL 3.50 In. 1.50 In. -30 T 3- 0.275 B 3- 0.233 W 5 - O.459"W 6 0,332 85 3.50 In, 2.37 7n. 2036 0.241 8 44 0.E109 N 7 - 0.479 N 0 Q.658 r` t T 5- 0.281 B 5- 0_177 W B - 0,405 HIO - 0-045 � UDI31t React3oria T 6- 0.445 'B 6- 0.177 BL -498 7 7- 0,380 BRACING A4EkFs`'TtS SHOWN 8Y ■ i+HERE REQUIRED. - HORIZONTAL WIND REACTION � 10 744 TY. , a 1x4 COf.TIHaUME LATERAL BRACING ATwwa 'RESISTED BY CQNHECTIANS TO Ri?OF } ` WITH TWO Bd (22 NAILS, 1 DIAPHRAGM BY OTHERS. PROVIQE HC?IORAGE FOR NEG 'REACTION' (UPLIFT) AS REQUIRED BY OTHERS, . �FESSt� ALL :BEARINGS SHOWN ON THIS 'DRnWINE ARE -LOAD BE..VUN6 SHIN OR WEDGE IF�� . `}lr�! �,3iyl NECESSARY TO A-CHIE'VE FULL BEARING. , 84052' r WHE -:, � -QNFliSION MAY EXIST CONCERNING PRC FIELD ERECTION, CLEARLY Z . 14ARfC 7 ccr Cw t I1416 OR BEARING LOCATIONS CANTI- ; . LEYERS, AND SHE LH6RO5 OF THE TRUSS -. A TO PREVENT IMPROPER'' INSTALLATION. r I 2445 4Q52 /94 ' DENOTES :2x4 CONTINUOUS LATERAL BRACING..- REQUIRED AT 24' O.C. IF NO (RIGID SHEATHING IS ATTACHED. 11-0-8 4852 FOR NCOFSCURRENTLLYBOTTOMCHORD 852 12 lv �AF�F LIIVESLOAD AAMNSNS NJDESIGNED N 1630 TOP CHORD LIVE LOAD,- 4B60 �7 CAL1���1 THIS TRUSS IS DESIGNED USING THE ASCE 445 3262 7-80 :CODE—BASIC KIND'SPEED -75 NPH. {1_4_3=4 4 7L zU-4 3 —fin81630 PLATING BASED ON GREEN LUMBER AT TIME OF MANUFACTURE. EXP %t1 2445 2445 t —9— i 6-U-8 4850 6—A-10 - BEARINGS MUST ACCOMMODATE 6-6-13' a 6-0-0 5-10-74 O-0 t HORIZONTAL MGVEMENT, 36-6-0 OVERALL SPAN PLATE CODE SPACING DATE ; -: - 85000 NCC-LOG 24.00" O.C. - 2!23/94 - +Lal+i1 aiAD. LOADS iWPO5tT2'BY 1 'NAT THE LOADS UTTI,TtEO OtT. T?eIS OF,`SiG`T µFET, OW:{SI'E£ia 7NE.,. k I'.'E tOAL15 IF�OSEO &Y 1NF LOCAL Bcatt[tING toot :OR Ei1.iNiTiCLIpfCDa05't� mi Af T�+t - - � - TiT'; pILAt. OrLSIB L.Ixi° .I"' i TS ASSLKU FOR OIidHStcwAL ACLTiiA" VERIFY Ati c 1£i°o5 =°RIFT aO F eBf13G17tNF rL`tRJEC10A IS ATIS �SliawN AM TAVSWAI AS to oR 20 GAGE A5 SPECif3til. - - <: - - _ _ _ rARUI Al JON -SNail CaµMY iflm Ytq 'fit ►1TTti (1114vtx HANU4, DF Tzd INucS� AaE irtiaZtott cYhri &NO 111E Tn11>wAI 7Tri/SLOW µstAlAt ALL PANICS tAt ,SPfLIl.ILALi1 O(SImatn Anl 10 Of 't%4AtT-t �I;lY10Fli. 0.'DE*R"E� . A TrU s P I U S ❑e S 1 g n T- RUSW"AL ST`Ei iat ttiT7ylrli OHkr LATERA[ ,.:nl1ALINfi 'Hf.oUllitif fl4 TNiaitTDUaI TFNiSS µ1NFTt3lS IS TWTEO OK: TT+:S TXl!wis4; 1M+1 AISIGtt. ASS.itµlS #tiE TDF p+U[� 70 9C-14OUIllIDl5i gpAtCD L FXSST1t INW11iI.011i<#ntTSC 'S"'A1T(T- i� T'ITO Cf LL ifrG IS APPLIED O; tQ iliE - - - 4-CTtT Rqi SDr LatpF I1 SNAL't BE. EQAtTO At ]NffR1'a15 'fi$ A _ s tff3al';C 1c+l. p PERSONS11,1tFIECTING ARE LA1i110iHD TO SEfis FFroFfSSTONAt ADYdCE Fk *RLlNfi-iL*lYwA,Rr iRlL*IO'. Jaiist 1n. ,rilt:ti 35 REOt/II+tO �1 C c ` 't - ��AAMA& :i AVAC7 - (il1$iN1�L$Y$TENI> i�2AY I - st%AYS OUIRLTPUSSES 7O PRIYENT 90i't'L 1WG AIA 'DON140it ' 'F$;I I 'RNALING �al*t's11IFScEt cl Ijitf .44 rn0 IrnmtNOr A41wSSN.Aj ' LTPi) :Tia+iT# :�imusim :NAY Ex:151 COtJCfRWI:WG 'PREWLA lit,ir-.IT$LYI(K Ei,. Tl i +JON INTTRTOR BEARING TDUIjON"} VNIitfViTLi,.:AM THE _C POPS OF 111, 'J"USS 1°q4.>f'tT - oy , WA [,' QNGP 1 _A054004 v J t�. 11-- ..a�iP X10 TPT'RIX'iA NUt�nAiDAi tCEFn �rNt)OF±A l� N Tt E PLACED IN ANti: twnillu—a.NT-INAT WIlt CAI!_4L lit MOISItAaf e' , - - 1St 4111) It IOi APPI TCr?TOH OF E�YPFRIFt C-rA 'PlAlEUE..O ��:u SSA,SRF�N15i-KS -. 1SUtITSIRS'ice ,B1ItAt 0 sptiSKtL �r 02 24/24 MARVIN TIDWELL - PLAN 1956 ! 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