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039-460-099
A_4 . INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVI ION, O VILLE FROM: G� ENVIR. HEALTH, CHICO /'DATE: !/r RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: SEPTIC: WELL: Comments: Wmemos/releasehold BUTTE COUNTY OCT 2 0 2004 (DEVELOPMENT SERVICES NOTES RESIDENTIAL PERMIT NO.- r_ 03-2867 039-460-099 - JERRY } LA ROSE CT, DURHAM t, +� DET GARAGE W/ SINK 03 i 71 SPECIAL CONDITIONS - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER o r � S JOB FINALED (D Signature J=OK 0 = Not OK Not . Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Date 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P L "ft./ P LPG Card B-1 7. Well Clearance & Disconnect 8. Utility Clearance 2.r}g`Nailing-Veneer-Stucco-Mesh 2. Footings; Size -Spacing -Marriage Line 10 oof; Shthg-Roofing Date Blocking Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing: Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 10. Exits; Insp.-Sketch Date DEC 'COVERS, CARPORTS, GARAGES (Plans) OK except #'s 11. Cert. of Occupancy oning quirements-Setbacks-Easements Fo gs; Soils-Size-Depth-Spacing-Connect2(S-St 9 -'Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2.r}g`Nailing-Veneer-Stucco-Mesh 2. Footings; Size -Spacing -Marriage Line 10 oof; Shthg-Roofing 3. Blocking Ext.; Steps -Doors -Landings 4. Gas; MH Test -Demand -Valve Date 5. Electricity; MH Test Card B-1Date Card B-1 6. Water; MH Test 1. 7. Water and Sewer Connected 2. Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged Pool Structure; Steel -Connections -Thickness Dead Men -Lining 9. Exits 5. 10. License Decals 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Verify #'s with Office Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 CELLANEOUS Date DEC 'COVERS, CARPORTS, GARAGES (Plans) OK except #'s oning quirements-Setbacks-Easements Fo gs; Soils-Size-Depth-Spacing-Connect2(S-St 9 -'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 Carports; Windows -Doors 7 Ele is - AWeej, , rmg. Sills-Anchors-Studs-Rftrs-Trusses 2.r}g`Nailing-Veneer-Stucco-Mesh 10 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall els Date Card B-1 Date Card B-1 Date _11. CAI Card B-1Date Card B-1 Date POOLS (Plans) O except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting', Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Main; Soils-Elec. Grnd.-/ P' Ftg. C Garage; Soils-Steel-Elec. .-A Porches & Decks: Soils-Stgel-/ /" V Q 'Hbld Downs and Special Anchors Q,-(Y.'W:V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11'. Wate ipe: Test-Anchors-Reaulator-Service Test Date L3!P 6nums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 61. Brace Interior/Exterior Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AkOven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 74. Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop -in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs -46. 'Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings ' 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks O Yes O No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM ` TO: BUILDING DNI ION, O WILLE FROM: ENVIR. HEALTH, CIUCO DATE: - RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: 639- V�o -Df J ADDRESS/LOCATION: Z -d -f _ �_ �: J Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Project: Zimmer's Residence and Garage Date: 2/19/2004 Re: Observation of missed A.B. at shear wall field fix A VerTech representative observed the preparation and installation of the field fix for missed anchor bolts on Feb 19th, 2004 at the Zimmer's Residence for both the house and the garage. It was observed that the bolts were installed using Simpson epoxy per Simpson's recommendations as directed. 2/19/04 QVVESS/D. py\ S 47 { F * S P. /04 F AUF LOERKE INWIATiOM 00.j INC. INSULATK M CERTIFICATE L o. Ros-& C—, 32'ueAINwRowwwwagm- - 4'Z m DESCRIPTiOM OF INSTALLATION 1. ROOF Ilferw Brand Name TMdmm Mme) Thermal ReMoMm(R Value) 2. CEILING 8W or Type Tldckness 1 13 1ose FM Type Fps Brand Name Johns Mamrille TM n vJ ResMwm (R -Value) X38' Brand Name Jduw Y wwffi& �N F Cmb=W ds m1n. hoMM wef$M sq. , 26 g,, MW=m ThWknm! 3 inches. Marluft -I rer"s h d pw squwe W tD ech%w ThwoW Reddmm (R Vale) -i 3. EXTERIOR WAI.l. mdww Tfddaness Cjtiui*4, .. Malted Raft 71OCknm) . 5 5. SLAB FLOOR /PERIMETER mdww ihi ftm Perimdw Inst al Dqm 6 FOUNDATION WALL DECLARATION Brand Nm w Jabo Mmft Thwrrral R toe (WValue) ` '�'/ran�d�N�arne ins MyyH im.��0� - Rem (R-Va%m) Brand Narrw TMMW Rsdftm (R -Value) Brand ftne Thannal R (R-VWue)- �--.1.•i(-( t1l�I� Y_''•i'iC 1� s: {[li �l �l:ll� ...... i 1 M MUT., YT-"-.�.T. r �� 1 i•1 I• X— COUNTY OF puTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 tounty Center Drive • Oroville, California 95965 • Telephone (530) 538-75�41�2 � cpER�IIT NO. (Rev'. 12/96) APPLICATION AND PERMIT � (``((�� ASSESSORPARCELNUMBER 039460-099 ZONING .1911— BUILDING PERMIT OWNER ZIMMERS Y TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR SS Wi, CANnT T)RTVP,, (-14TM G q7 l CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ 1 12.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 189.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 4 Plan CheckingFee $ 122.85 BUILDING AD �DtRE�,s // IAROSE Cr.DURHAM 95938 Energy Plan Checking Fee $ $ PERMIT FEE $ 331.85 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: DETACiiED GARAGE W/SINK Gas piping stem 1 - 5 outlets 15.00 L Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50sT NO.RESIDT MUL,. RLUrrs @7.50 OWER APPARATUS i SINGLE OLIiLET CI R. EX. Occu ourLEr OR FIXTURES s20 @'.S0 Ex. Occup. ouTEED A ° ER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23.00 PERMIT FEE t ]7.45 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ID 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 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date Signature of Appwicant V ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionDate structures over 33 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coN�sJ .TYPE V /V TOTAL FEE $ 459.30 1 D. FEES IMP V, FLOOD c0± PARCEL po HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work . indicated above for which fees have been paid. /✓/�C " Jof&'—�'N 1 Gof �✓ 1 71 PERMIT EXPIRES ON / ri 611 Date fr��RBy Receipt No. ' ) v / %� %� Z • / --� / �% /%� WHITE-D.D.S.-B.D. CANARY-ASSESSOR-PINW-INSPECTOR GOLDENROD -APPLICANT NOTES. - RESIDENTIAL PERMIT NO.-- rr..CC 039-460-099 03-2822 N S, JERRY 4 LA ROSE CT, DURHAIVI NSF 3 BED/3BATH 03- a • r 4 f _ • - kL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE. REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r VERIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER OFFICE COPY Address�1—"� GAS Meter By Date- ELECT 11 ateELECTRI Metpr By (/" Date I } }JOB FINALED (Date) i Signature J=OK' 0 = Not OK . NotReadyab'e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test-Crossovers-Breakers_Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 1. Zoning Requirements -Setbacks -Easements 5. 2. Footings; Size -Spacing -Marriage Line 6. Carports; Windows -Doors 3. Blocking Electric 4. Gas; MH Test -Demand -Valve 9. 5. Electricity; MH Test 10. Roof; Shthg-Roofing 6. Water; MH Test Ext.; Steps -Doors -Landings 7. Water and Sewer Connected 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Exits Card B-1 Date Card B-1 Date 10. License Decals 1. Setbacks -Easements 11. Verify #'s with Office Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK Ap RESIDENTIAL - =Not Applicable . = Not Ready Date UNDE OOR (Plans) OK except #'s on ing-Setbacks-Easements-Flood-Slope tg„ Main; Soils-Elec. Grnd.- " Ftg. Depth Jo -,ng., Garage; Soils-Steel-Elec. Grnd J Z/" Ftg. Depth 4. Fjg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth a. . i mold Dwuns and Special Anchors 0 (Single & Duplex) )l I -Ampul $. 10. Pi s- ' lace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Date23�-(/y 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation 16. Insulation 65. Smoke Detector Datelf, ',OLI Card B-1 - F Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMB (Permit) OK except #'s .l. & Bath Fixtures & Tub Acce s -07 Elec. Trim & Subpanel, Breaker Sizes & Labels r Htr.; Vent -Access -Combustion Air Baffle Stairs & Rails Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Fireplace or Stove, Clearance -Hearth 21. j3pefub & Shower, Second Floor -Tub Access Elec. Outlets at Wood Panel, Int. & Ext. as Pipe; Sixe & Anchors Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 23. Fire Sprinkler; Test Elec. Outlets & Receptacles at Kit. Counter 75. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTF_teAL (Permit) OK except #'s & Switches at Doors oxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 2 Eqpi.Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & onductor Size GFI 3 feed Wire Size/ ga. Cu AI- .C. Wire Size/ /ga Cu or Al ange Circle/Ir/Vu or Al -Oven Circ. / /ga Cu or Al IrtsGrated Neutral- El Yes ❑ No 32!Service- Riser Conductors & Ground Main Disconnect 33. Equip. earances Panels-Motors-Mech. Equip. (82CI%k6s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH At�(Permk) OK except #'s 46-KC-OlIcts Insulation & Support ent Fan, Exhaust above insulation 3$ Conderfs a Drain & Overflow, Size & Grade 39..F(9Fr9ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4U. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI Permit) OK except #'s 4t--S-ills per Materials & Anchors 42-'Walls,Wos-Nailing Spacing & Braces -Plates -Sound 43_13dat:Ka Walls over Girders & Floor Nailina 4,4 --Dr top in Walls (rat proof) �Raire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearinq Date 48�gg. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Firepl s or Type A Flue -Fireplace Throat Clearance 5j,yeS . Windows or Exiting Doors -Sill Ht. & Dimensions 5 . Garage Fire Protection Framing -RC Channel 53. Proaetfv Line Firewall & ODeninos 5 . oors-One 3' -Check Garage 3rd Story, 2 Exits 5 trs; Width -Headroom -Rise -Run -Landing -Fire Protection 56' Plvwood on Roof Overhana-Attic Vents -Rafter Outriqaers 57,--Siding-cling Veneer 58. St o "h -Drip Screed -Fd. Vents-Underflr. Access 59-Glazi< Area -Glass Protection-Skvliqhts-Plastic 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Wa i ows Date23�-(/y Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection edr Exiting .l. & Bath Fixtures & Tub Acce s -07 Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks D Yes D No/Planters O Yes D No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Cor ctions from Previous Inspections 4. s Test -Meters Tagged, Gas -Electric 9 Water & Sewer Connected -C/O to Gra pcava 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date and B-1 -Date Card B-1 Da V Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION J, .}. 7 County Center Drive - Oroville, California 95965 - Telephone 530) 538 -7r=67 -Al PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT � Z a Z ASSESSOR PARCELNUMBER 039-460-099 ZONING SR -1 BUILDING PERMIT OWNERTELEPHONE 343 062 SO. FT. OCC. BUILDING VALUATION 2595 R 140 130.00 OWNERS MAILING ADD ESS CHIM 95973 465 C 6,045.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 146-11 75.00 ARCHITECT OR ENGINEER r J LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 804.00 ARCHITECT OR ENGINEERS MAILING ADDRESS i Plan Checking Fee $ 522.60 BUILDIN G�AD RFS j r ./ JA 'Q! F M Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1369.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap '-11 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑- Other ❑ Describe Work: NSF 3 BEDROOM/3BATH Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 EOOv OR LESS Main Service 2o0AORLESS 23.00 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. rXI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To t000A 46.00 NEW CONST. DWEWNG OCCUP. V OR AD DNS. a ACC. BLD S. S 3.5O 4 NOµaalo MULTI-OUTQUITS LET 97,50 90.83 APPARATUS a SINGLE OUTLET CIR. R Ex. Occup.OUTLET OR FIXTURES 20 @ 1'00 BAL o ,50 Ex. Occup. oFlxur� A= oRR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 133.83 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 25.00 Hood 6.50 Ventilation 4 4.50 18.00 GAS FIREPiACE 15.00 PERMIT FEE $ 98.00 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.) 1A I certify that in the performance of the work for which this permit is issued, I shall �\ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / �/ X t��-✓��/`�,�y 1 � Date " ! - ���J Signatdre of Applicant - DY Owner ❑ Contractor ❑ Agent An OSHA permit is required1for excavations over 5'0" deep and demolitio-or constructiorl of structures over 3 stories in height. j Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 o % CONST. TYPE 1804.43 �/ TOTAL FEE $ HAZ. D. FEES IMP_ ✓ FLOOD cDF "� PARCEL v PD Ho ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have / � 1 BY fff PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date y/�G'/C Date t� .� % % r % i % �• (10 % l I0 / / y Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT May 28, 2004 Verticaffechnology Engineering M RID Ludo Ave #2W, Gx4 CA, 9995 Ph PO)M9.9M F&NO) 889.11M . RE: Zimmers Residence, Lot 42 La Rose Ct., Durham, CA To Whom it May Concern: The electrical panel penetration in the #4 shear wall at the north side of the structure us acceptable provided a cs16 strap is provided across the entire wall length over 2x4 flat blocks in between studs at the windo sill level and the adjacent 3' section of wall is also sheathed with plywood and edge nailled at a minimum of 6" o.c. Sincerely, Mike S.E. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP043470 LICENSED CONTRACTORS 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 Issued Date: APN: 039 -460 -099 - the Business and Professions Code, and my license is in full force and effect.,, n DV12-1 Site Address: License Class: License Number: Date: Contractor: Map Index: Description: 2 INSPECTIONS FOR BP03-2822, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the BP03-2867 FINALS Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: ZIMMERS, JERRY 8r LINDA signed statement that he or she is licensed pursuant to the provisions of 2985 SANDI DRIVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: ZIMMERS, JERRY &LINDA pp such work himself or herself or through his or her own employees, 2985 SANDI DRIVE provided that such improvements are not intended or offered for CHICO CA sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95973 proving that he or she did not build or improve for the purpose of sale.). as owner of the property, am exclusively contracting with IxI, licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 the Business and Professions Code Date/ �- a v G 1Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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. t Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: g required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, n and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall c-� i G / forthwith comply with those provisions. Date: d 6� u �� d 'S- I / / % / Applicant: WARNING: Failure to cure orkers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby issued and he pplica a provisions3of_the Butte County Code anrt/or, I hereby affirm that there is a construction lending agency for the Resolutio to do work ind t abov for w ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 2—L Name: Name: By: p� Date: PERMIT PIRES ON: G b Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of B�utttte County to enter upon the above mentioned property for inspection purpos s. �� J 1, Print Name: ' ° Signature: Date:1-1 Owner ❑ Contractor 0 Agent for Owner ❑ Agent for Contractor V 1� O O OO ' BUTTE COUNTY PERMIT O DEPARTMENT OF DEVELOPMENT SERVICES NO. O BUILDING PERMIT APPLICATION O AND" SUBMITTAL REQUIREMENTS O 24 HOUR rNSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BPO�r, O OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION BIN # Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE J X For office use only: OWNER Last Name First Name Address y -- 1f - City J �' b I No State Zip Phone .. 0 Q Book Fax E-mail Planner APPLICANT SIGNATURE J X For office use only: CONTRACTOR Name v Address SRA City I No State Zip Phone Book Fax E mail Planner Lic. # Class APPLICANT SIGNATURE J X For office use only: ARCHITECT/ENGINEER Name v Address SRA City I No State Zip Phone Book Fax E-mail Planner State License Number APPLICANT SIGNATURE J X For office use only: APPLICANT NAME Name v Address SRA City I No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE J X For office use only: Zoning Property Address Flood Zone Cross Street 70- )9c—_ r9ivJC! l� SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR 5UBMITTAL KtUUlKtmtN 10 LOCATION AP#G Property Address C'ty Cross Street 70- )9c—_ r9ivJC! l� WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Receipt #: IP L95 LENDING AGENCY Name Address Description or Scope of Work: 65 2822 r SOa3286'7 � iNs P�Z��S Fiw�'C S Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: / / Bldg SRA Receipt #: IP L95 7S-/ Sheriff SMIP Other Date: � � Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING FORMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE - DEPARTMENT OF DEVr.4,T,SERVICES - BUILDING DIVISION7 County Center Drive • Oroville, Califor 'a 9 F•Telephone X30) 538-7 ERMIT NO. 4.- (Rev. 12/96) APPLICATION RMIT ASSESSOR PARCEL NUMBER 039-460-099 ZONING SR -1 BU ILD I NG P ER M IT OWNER TELEPHONE 343-0602 SO. FT. OCC. BUILDING VALUATION 2595 R 140 130.00 .OWNERS MAILING ADDRESS - 465 C 6 045.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LFireplace LENDER'S MAILING ADDRESS Total Valuation $ 14f; 75.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 804.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 922-60 BUILDINEnergy Plan Checking Fee $ 23.00 PERMIT FEE $ 1369.60 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilifies ❑ Installation ❑ Other ❑ Describe Work: NSF 3 BEDROOM/3BATH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 19-00 Mobile Home IS I GI W 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20:00 500V0 R LE Main Service 2o°A OR LESS 23.00 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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors ��, \\\ to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. a ACC. BLDS. SO 3.5¢x. NEW CONST. MULTI.OUTLET NDN REslo. @7.50 90.83 a OUTLET COWELER APPARATUS IR. ourLEroRFaruREs Ex. Occup.BAL 20@'.0° o ,50 Ex. Occup. ..E Pg=-.) ERA 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 133.83 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation 8.00 CA; ETREPT ACE. 15.00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Y� I certify that in the performance of the work for which this permit is issued, I shall a\ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cc ly with those provisions. a f X Date _` ` Si ature of A p ant - Owner 13 Contractor ❑Agent An OSHA permit is required or excavations over 5'0" de p and demoliti r constru of structures over 3 stories in height.all - Receipt No. • % Mobile Home Installation Fee $ Energy Inspection Fee $ �3 cD V TMP TOTAL FEE $ 1804.43 HAZ. p, IMP � FLOOD cDF PARCEL V PD HD uE This permit is hereby issued under of th tte Coun Code and/or o Gated o e for hich fees have By _ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 2a Date 7t/ V 0 (cats) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK- PECTOR GOLDENROD --APPLICANT Feb 01 02 08:13a P-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-751 ^Z€�NO. tAev.,2/g6) APPLICATION AND PERMIT <f--- U t7 ASSESSOR PARCEL NUMBER _ o ZOF�NO� 1 BUILDING PERMIT OWNER _^_ �"L M ��� � ` 1l /4 T JNONE '1— — — SO. FT. OCC. BUILDING VALUATION OWNER � o ss � �--•-&,Zo /li �%'r'(//Uy "%1N;,S�diDy- M7 v — LOTNO. L)^ SUBDIVISIONS NAME I S4 �^� PARCEL MAP .0— USEOFSTRUCTURE i• 0 Z A SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK Now ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: re) D rn 3 �G pLizxb:ig; d�S20 a_ *PERMXT FEE PAlb SRA • . SHERIFF OTHER AAkbU T RECEMb "RECltt7' NUM�lR %x°10 " TO 1E M!T INTO COMhJTER ReceiptNo. WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Total Valuation Filing Fee Permit Fee Plan $ 20.00 $ 'l Fee $ $ — PERMIT FEE ('OMMCTO(�S ,NAME��� PLUMBING PERMIT CONTRACTO(/'SI/l AILING ADDRESS Each Trap 7.00 7._ CONSTRUCTION LENDER 60 Water piping LENDER'S MAILING ADDRESS Each gas water heater or vent 15.001/6., ARCHITECT OR ENGINEER 15.00%�j, Buildingsewer ARCHTECT OR ENGINEERS MAIJNG ADDRESS • @20.00 at Iowa AooREss LOTNO. L)^ SUBDIVISIONS NAME I S4 �^� PARCEL MAP .0— USEOFSTRUCTURE i• 0 Z A SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK Now ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: re) D rn 3 �G pLizxb:ig; d�S20 a_ *PERMXT FEE PAlb SRA • . SHERIFF OTHER AAkbU T RECEMb "RECltt7' NUM�lR %x°10 " TO 1E M!T INTO COMhJTER ReceiptNo. WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Total Valuation Filing Fee Permit Fee Plan $ 20.00 $ 'l Fee $ $ — PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.0 Each Trap 7.00 7._ Solar or heat pump water heater 23.00 Water piping 15.00 CJ. Each gas water heater or vent 15.001/6., Gas piping system 1 - 5 outlets 15.00%�j, Buildingsewer 15.00 Mobile Home I S LIG I WT—' @20.00 PERMIT FEE $ ELECTRICAL PERMIT Mein Service aOOV OR LESS ...OR NESS Main Service 200A TO 1000A NEW CONOT. DWELLING OCCUP��+ ems' OR ADDNS. A Acn a ne OUTLET OR FIXTURES Ex. Occup. ( olmeTc Temporary Service Mobile Home Facilities Misc. Wirina PERMIT FEE S MECHANICAL PERMIT Hood PERMIT FEE S Mobile Home Install tion Fee $ ig Fee 20.00 G 23.00 46.00 3.SQf°. @7.50I I .SO 5.00 23.00 20.00 23.00 g Fee 20.00 6.50 ;( EnMA-10, Energy Inspection Fee b w K2_ 101 XC T >Y TO AL FEE $ Lj e PAZ• D. FEES FL COf ' ISSUE —^— IM This permit is he y issued under the applicable pr&rsions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date PERMIT EXPIRES ON 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: , --Z (DIY%- F- Lor C/`4ASSESSOR PARCEL NUMB tK, `'3 / -o'7 '� v Proposed B ilding Use: J/lip 12<- -3kACounter Technician: Date: 9' l "/ Items quired in order to apply for a permit. All boxes MUST be checked OR mAdked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,4y the preparer of the plans. (� �� V1 d{ 3 Pfo-f- pia -r-4 Complete plans, 3 or 4 sets, signed by the preparer of the plans. 'yam' Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ,NN 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other .... aining items needed to issue the permit. (May require additional plan review upon receipt of thIm ng U 4. Fees as shown on the attachedSchedule of Fees Due Sheet.......................................3 ❑ Statement of Intent for Non -heated and A/C Buildings ................................ ` Sanitation and plot plan approval from the Environmental Health Department in. 7. City of Chico Plumbing permit........................................................................ ❑ jB California Department of Forestry plan approval ❑ paid. Sent. by: ...................... V lanning approval for (A) Use: !3 (B)Parking: (C) Parcel Check:ontact Land Development about ❑ Improvements, ❑ Drainage ............................... ncroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). re -Inspection for required .........:...... ❑ 3. 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) ..................... 2 16tter of Signature authorization.................................................................1-b ecorded copy of Agricultural Acknowledgment Statement .................................... 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. I have been informed of the above items and'requirements for obtaining �ilding g�permit. Applicant- ,/ � Date: _% 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re Contractor, designer own , was advised cf the above data by phone, 0/mail, ❑counter, by Date: d Contractor, designer, ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewe ! Date: Structural approved by: Date: IV Note transfer by: Yellow: uilding Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ,N JVULl OWNER PRWE BUILDING USE /1J'5 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ DUE 111rV& A.P. # ©2)q- Sq jo--09y DATE ` —13-03 RF-CEWT # DATE REC. Additional Fees Due ................. $ Revised Plan Checking Fee .............$ iI 2 SCHOOL DISTRICT FEES —,! /V rr (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) / O D Residential ...................... x $360.00 = $ l(J Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. K5. RECREATIONAL DISTRICT FEES AA (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE 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, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Dec 17' 02 11:3Ha I OWNER -BUILDER VE1tIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your .building permit. No building permit will be issued until this verification is received. P?I I personally plan to provide the major labor and materials for construction of the proposed /0property 'improvement : YES E3 NOA 2. I HAKEHAVE NOT signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed'construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CTTy: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: - PROPERTYOWNE "SQ DATE:%6 J, NOTE; This Owner -Builder Yerift'cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name: ' - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance, 0 For more specific information about your obligations under Federal. Law, contract the Internal Revenue Service (and, if you wish, the U.S. Sm Business Administration). For more specific information about your obligations under State "Law, contacl 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 contractors is to secure an •"ownerbuildea" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sina:rel Micha 1 C. Vieud a, C.B.O. Manager, Building Inspectio' NOTE: This Owner -Builder Information is squired by Section 19830 of the California Health and Safety Code. OVER �riy y�V•4� }1 r 0 School District'" �_ S Building Department No. A.P. Number O �! / Y��',07 Jurisdiction: CityCounty Property Owner•' Yr /�J/yJtQ/jQJ Property Location/Address C( BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) Subdivision IMIN-1 ...................................... ...........�................................................ Residential Development m Sq. Footage No f LLiviving Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): .................................................................................................................. Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative v Date (Floor Plans reviewed by School District District Identification No. 1pro�� S�p Du te Atb-n Q J / F School District certifies that In 677p— (Applicant) 7e(Applicant) Ln-- Ros'c CT - (Street Address) (Phone Number) D% CA A. 5. ;3 (City) (State) (Zip Code) .has complied with the requirements.of Resolution No. by payment of $ representing oZJ'r �� square feet. AB 2926 $ FULL MITIGATION $ School District Representative ` Date Paid by Check It Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest toithe 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 ICEQAI, thisproject may be subject to additional school fees to fully mitigate its impact on the school district's schoolsmay be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm 1S'�Y""'Yi'S���4"�`�`�'Y�,�,;si`"'",.�������''�c�`'i%�'^`'^�'�'S`Tv"�'"��'�'� �fr�nT.�—"T:�`'`''Y'��7�rtiM +��Yt'iliTM'v;�c`tip"�`• r • ,-BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT c ,Assessor Parcel Number (s): Property Owner (s): Project Location/Add Subdivison Name: Assessable Square Footage: a,C/ S Type of Residential Development (check one): )Z(New Development ❑ Alteration' Addition Mobile Home (s) ❑ Non -Residential to Residential .Comments: Building Division Fiepresen ative Date 4 Durham Recreation and Park District (DRPD) certifies that :ft J w '7'; m,r-s 3y3 Applicant Name Applicant Phone Number 7r Street Address �5��3 City State Zip Code \has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 114 by payment for -2.5 15 square feet at $ 1.04 per square foot for a total payment 0 of $ DRPD Representative Date x PAID BY CHECK. No.: Remarks: BANK No.: 9n- y 093 PAID BY CASH: RECEIPT No.: ►g y� DISTRIBUTION: WHITE - APPLICANT PINK -'DRPD YELLOW - BUTTE CO. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELO ICES - BUILDING DIVISION v 7 County Center Drive • Oroville, California 5 Tel hone (530) 538-75gri��_� I IT NO. (Rev.12/Q6) APPLICATION AN MI ASSESSOR PARCEL NUMBER 039-460-099 ZONING SR -1 BUILDING PERMIT OWNER ZMMER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAKDRING ADSS 2985 SAWT DRIVE, C14TCO 99973 CONTRACTOR'S NAME nwNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAULING ADDRESS Total Valuation $ 17i712.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 189.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 122.85 BUILDING LAROSE D Energy Plan Checking Fee $ $ PERMIT FEE $ 331.85 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE W/SINK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-00 Mobile Home I S I G I W @20.00 PERMIT FEE S ` ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. S. SO 3.5¢FT:34-45 NON-REOSIIDD. MULTI.O ROUITS UT QG 7.50 POWER APPARATUS 8 SINGLE OUTLET CTR. EX. Occup. oun,ToR FonuRES s20 0 I:so Ex. Occup. ouri>°Ts PP RESID.OEAJ_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 23.00 PERMIT FEE t 77.45 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fpjthwith comply with those ptovisions. X _ Date Sig ure of App cant ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" d ep and demolition r construction of structures over 3 stories in height. Receipt No. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TY OTAL FEE $ 459.30 HAZ. D. F IM FLOOD CDF PARCEL PD HD SU This permit is hereby issued under the applicable provisions of the a County Code and/or Resolutions to do work indi ed ve r w ich fees have been paid. By D 0 PERMIT EXPIRES ON /�ate 1 06.te WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINfINIPPECTOR GOLDENROD -APPLICANT i t E.H. USE ONLY Piot Flan Attached Roar Flan Attached Peat to B.D. 0: •• Building Department 03-28io� FROM: Environmental Health SUBJECT: Sanitation Clearance _f m Pri /i�7 7 0� l�G� iC �.Se C�T 3 7lD 6 •- /]` 9 w-ner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for / dwelling. Other S� by���� �u>P-/',�•2� n - O H d fin for ------ alc arance O.K. for: NOTE: Environ 8/96 Specialist /o -13 -123 Date f.it..�.✓i��cr?�.;r, r:''^T�.c.'�v�i8'�.:n:.�'=.;.:R�.S°'�'{9Fw:u:4Ji.I,ry'i:.crl"�""s'TA'c+�e'+�sr-r,'iii'��i'i�'�``i'Slr:��:j't�'''�:�..�:�i�''Y+'*-i..•��; 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: Z t, rn YY) 4f Y S -Ic f ASSESSOR PARCEL NUMBER, O — 1-1(o v U� / Proposed Building Use: l L� ,�bMUST Counter Technician: Date: / Items required in order to apply for a permit. A be checked OR marked NA in order to apply. ,. 11.. Plot plans, 3 or 4 sets, signedty the preparer'of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 454. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. i ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. I 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 Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot pIan and business license approval from the City of Biggs ...............................:.... ❑ 10etter of intent for non-residential buildings..........'`...........................................`!.. Detached Accessory Building Form filled out by the owner ....................................? V❑ 12. Hazardous Material Form............................................................................... _ 13. Other 5 W P P 0 Ptning items needed to issue the permit. (May require additional plan review upon receipt of the following' 'iiteelms.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................ (I Qfl�6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit......................................................................... California Department of Forestry plan approval ❑ paid. Sent by: ...................... 1l"' Planning approval for (A) Use: (i k, (B)Parking: . (C) Parcel Check: O� ❑ 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. ontractor's license information. (Number, Name Style, Classification) ...................... orker's Compensation Carrier and Policy Number.... wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization....: ............................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: i When issued Telephone - and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. a Applicant: Date: l`�_ '� *;' v d� 1. Index permit,application for the above items numbered: Plan Check Letter 2. Additional items required 155 r Contractor, designer, owner, was advised cf the above ata by ❑ 1 phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner was advised of the above to by ❑ phone, ❑ mail, ❑ couter, by Date: Plans reviewed by: j�E� Dater • 03 Plans approved by: 1►'�.-� Date: Structural reviewed Date: Structural approved by: Date: dwo Note transfer by: Date: Q Yellow: Building Division i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE ZOWNER�rn�V �r :KBUILDING BUILDING USE PERMIT FEES 27 (o 9 S7 Balance Due ....................... $ 1 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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 ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE 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 A.P.# DATE RECEW # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during t* plan checking process. APPLICANT �- DAT 4 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Dec 17 02 11:38a 1 .1p.2 � OWNER. -BUILDER VE1tIFICATION � Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building .permit. No building permit will be issued until this verification is. received. 1. I personally plan to provide the major bor and materials for construction of the proposed roperty im rovement :YES NO )zh 2. HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINIE: ADDRESS: CITY: PRONE: CONTRACTOR'S LICENSE NO. 5. I will provide. some of the work but I have contracted (hired) thefollowing persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02.11:37a p.1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect. yourself from possible liability -if that person applies for the proper permit in his or her name: ' - Contractors are_ required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and ihese risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the. Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under 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 contractors is to secure an*".ownerbuilder" building permit, erroneously implying that the property_ owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community.or at 1020 N Street; Sacramento, CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sinarel , i �lJ r%�•�-t Michadl C. Vieira, C.B.O. Manager, Building Inspectio' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.)% a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNIPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNPs, the appropriate changes will be made without unnecessary. delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: a, By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best -of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan Department of Development Services Building Division 7 County Center Drive OrOville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: r "6Q 1� -24''10 0'1 �d S Phone: � � ` a CP Mailing Address Site Address: -�Q�7i-1'AZ/9 IfIJ Assessor's Parcel Number: 01�Ivey G Zone: 6-4 1qj---5,;PT Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. 2. Is there a primary dwelling on the property? Is the structure already built, under construction, YesNo or under notice of code violation? Yes8 No 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or. modify existing access to a county maintained road? Yes ❑ NoIR 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No Jkj CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Ye44�q No ❑ 11. Will this building be heated or cooled? Yes ❑ No Wr 12. Will this building have a water closet/toilet? Yes No 13. Will this building have a sink? Yes No 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? _ �^ IJ O✓G �./ 16. What type of wall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this,building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. A Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garaee door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room El Sun Room ❑ Private Office ElWorkshop 1 C3 Home Occupancy 2 ❑ Other — Use = 1. Desrn'be type orwodahop 2 Mw be approved by the Bu¢e County Flamib* Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: Date: " 4 2 of 2 Feb 01 02 08:13a P�1, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPE�R VICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, Californialephone 530) 538-7 1 ERMIT NO. (Aev.12/96) APPLICATION A,IT ASSES SORPARCELNUMBER G ZONINGS _ BUILDING PERMIT OWNER ^l A. FT. OCC. BUILDING VALUATION i� try► IC ISS f r� -- "D" iD/J OWNERS .�ts �J - COVI CJOlj'S_ NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER - LICENSE NO. ARCHITECT OR ENGINEERS MAIUNG ADDRESS ('` /� B Iy L01Na ADDRESS Ci— r -bil2N A►w. u:z lv7 � _ `-1 t �l3 0 LO NO+ SVe0N1910NS NAME S-7 6'I e—& PARCEL MAP USEOFSTTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ F t_o coa> > )Z, (!5 5 20 C, "PERMIT FEE PAID SRA -- SHERIFF OTHER $ �s *RST NVNim `2 (/ ° * TO a It" INTO COMK111'�R Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK•INSPECTOR GOLDENROD -APPLICANT Fireplace – Total Valuation $ Fling Fee $ 20.00 Permit Fee $ t�CS— Plan Checkina Fee $ Energy Plan Checking Fee $ O OGCUP. LAC". BLD.. 90. •//(- 3.5eT, y ) PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas pipina system 1- 5 outlets 1 5.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE 1 $ MECHANICAL PERMIT I Filing Fee 1 20.00 6.50 1 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee S�) i CZo�! CD 'TOTAL FEE $ FE FLOOD F F,ISSVE •• This per is here y issued under the applicable p'r'ovisfoh's " of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date PERMIT EXPIRES ON .. _ .. Main)- -- PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main SeNlceOOOV OR LESS 2aoA as LEss — 23.00 Main Service 206A TO IOOOA 46.00 NEW CONOT. OR ADONS. O OGCUP. LAC". BLD.. 90. •//(- 3.5eT, y ) NON•RES10. OUTLET 7.501 POWER APPARATUS 8 SINGLE OUTLET CIR Ex. Occup, 0—OR FocruREs 20 ® .Go SAL 0 .00 Ex. Occup. ••FI%ED APP—.OR oUTtr=m EsID. F✓. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring --� 23.00 7d 1 PERMIT FEE 1 $ MECHANICAL PERMIT I Filing Fee 1 20.00 6.50 1 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee S�) i CZo�! CD 'TOTAL FEE $ FE FLOOD F F,ISSVE •• This per is here y issued under the applicable p'r'ovisfoh's " of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date PERMIT EXPIRES ON .. _ .. Main)- -- Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Jerry and Linda Zimmers Project: Zimmers Residence Location: Lot #42 La Rose Court, Durham, CA APN: 039-046-099 D3-2867 BUTTE COUNTY BUILDING DEPARTMENT APPROVED Attention: This engineer is not responsible for site i pection to assure compliance with the standards, sizes, materials, or workmanship specifid her ' This engineer is not responsible for any structural element or system not specifically noted ' s set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 9/3/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: '/." J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 9/3/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED. "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 9/3/03 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B v PROJECT Z 1 VYl VY -e,(.'� ENGINEER �T DESIGN OF Gent VERTECH ENGINEERING N PAG E DATE ) 15 i r15u I °U -i -i on . c', �I � :4-o.. �. G ps wl-►�f c�, _.. _ _�_ _ j t PAG E DATE ) 15 i r15u I °U -i -i on . c', �I � :4-o.. �. G ps wl-►�f c�, _.. _ _�_ _ F) PROJECT Z�vnMP,rS VERTECH ENGINEERING ENGINEER /-'\i DESIGN OF�- PAGE 6 DATE I 3 r ..• .r. ... ..: .:.. .._. ....... .... :...... ... .1 ...:. _.._ _j.. ......... ... ... .... , PROJECT ZiYY1yV1f,,rtS VERTECH ENGINEERING ENGINEER AT DESIGN O_ F L o-I-xo I L in L.c: ti t/ Lk PAGE q�G DATE V U� _.:..._ ............ . y � N 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Zimmers Residence Date: 9/2/2003 Comments: Wind Speed: 75 mph Importance: 1 Exposure: ❑ One Story or Partially Primary Frame Method A Windward Wall Endosed Multi-StoryStructure Elevation Elevation Elevation 15 20 25 7.2 7.8 8.3 Leeward Wall_ ...___...�_�... -4 :5 _.._..._.._..._..........._4:8 _..._._ 5.2 Roof Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -94 3 1 VAZ to Ulz 3.6 3.9 4.2 >12:12 6.3_ 6.8 7.3 Wind Parallel to Ridge -6.3 _ -6.8 -7.3 Method B -11.7 11.7 -12.6 12.6 -13.5 13.5 On Vertical Projected Area -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6-22.3 Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas Wall Elements discontinuity All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures _ -10.8-11.6 -12.5 Partially Enclosed _ " -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7_ -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2_ - - -16.5 -17.7 _ 2:12 to 7:12 -14.3-� 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 1.0.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6-22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies �- -25.1 -27_ 1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Zimmers Residence Comments: House Date: 9/2/2003 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 (HEIGHT TO ROOF) Ct = [=A20 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4*TA VEQ = (Cv*I*W)/(R`T) Ft = 0.07*T*V (If T<.7, Ft=O) T = 0.129 0.129 CvI/RT = 0.7614 0.7611 VEQ = 56.9 57 LEVEL EQ: .11 *Ca*I 2.5* a*I/R V/W: 0.0396 0.1636 V: Ft = 0.00 LEVEL STORY HT .11 *Ca*I 2.5* a*I/R 12.2 0.0396 0.1636 3.0 12.2 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ ZVEQ MOT Diaphragm ROOF 12 12 74.725 897 12.2 12 146 13 10th 0 0 0 0 0.0 12 146 0 9th 0 0 0 0 0.0 12 146 0 8th 1 0 0 0 0 0.0 12 146 0 7th 1 0 0 0 0 0.0 1 12 146 0 6th 1 0 0 0 0 0.0 1 12 146 0 5th 0 0 0 0 0.0 12 146 0 4th 0 0 0 0 0.0 12 146 0 3rd 0 0 0 0 0.0 12 146 0 2nd 0 0 0 0 0.0 12 146 0 1 st 0 0 0 0 0.0 12 146 0 1 IY.IL0 1 out 1 1997 UBC Static Seismic Forces VerTech Engineering Project: Zimmers Residence Comments: Garage Date: 9/2/2003 Units: Kips & Feet (UNO) Zone = 3 0.129 1 0.129 1 EQ: Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength-and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q CV = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = =•020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4'TA VEQ = (Cv*I'W)/(R`T) Ft = 0.07`T'V (If T<.7, Ft=O) T=J 0.129 1 0.129 1 EQ: Cvl/RT = 0.7614 0.7611 VIM VEQ = 24.9 25 V: Ft = 0.00 I -W, I JAL ' 11 *Ca'I 2.5`Ca`I/R 5.3 0.0396 0.1636 1.3 5.3 I -W, I JAL ' PROJECT Z imrocc S VERTECH ENGINEERING PAGE I 0 ENGINEER AJ- DATE 9 CJ % DESIGN OF Lol- d LOG.d Df PROJECT -7i rYIV'Vl:ecis_VERTECH ENGINEERING ENGINEER Aj- DESIGN OF La -bo I Loo d DC,.,V(-,l PAGE I I DATE q AD ... . ..... . -K.2-1voo .. . ...... . ..... . . ..... . ...... . .... . . ..... .. .. ....... I . ..... .. . ....... A i 2 2 w � �-� � a_; L.� b '- 1 ?_ I � .-fl' f3CoCoCo � b 20 o .. ........ .. 7t"' .901 16 PROJECT Z rY1VYle,�.5 VERTECH ENGINEERING ENGINEER A DESIGN OF Lc,+cx- O L dG d GQ)-\/ d PAGE 1 2 DATE 9 AQ, PROJECT -7i YYWY1IQ,(S VERTECH ENGINEERING ENGINEER j DESIGN OF LoAccG I Loo J Su Yv-) on r PAGE QUI DATE O-5 .. .... . l�c�-I pro► .. �.. _. .... ... ... .. A._ _ I: icor b 1 i t..� G � C7 rl A wG I I , y V= 1 f ' 1 V � � 1 I-✓ ' v\...� ���7 1 � �./ �, 1 � • � 1 H q 2 , G R( C . _ ... ... .lD �0.. ... ) 0 324 4 9 O 1 f Z( J ` .... _....., .. , . 111111 _ b �. ... Ic _ .t , VIV f 1 _ _..._ e f i f � __ _34.1 O_,.._...� ► 3 YV I f i I = caI e c �,� I a --►cri , - - . . 14 Shear Wall Design Program VerTech Engineering Project: Zimmers Residence Date: 9/2/03 Location: Units (UNO): lbs, in Panel Thickness 3/8 1 v Panel Orientation Short Dimension Across Studs v Nail Type ed • Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade DF -L Hy AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7.1 0 8 20.8 0 3.17 3.73 4, Note 1 380 2 4.9 0 8 14.2 0 1.09 2.56 3, Note 1 490 2 3.8 0 8 11.0 0 0.84 1.98 2, Note 1 640 2 2.9 0 8 8.4 0 NG 1.52 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 NG 1.28 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 NG 0.99 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing HOUSE G A2AU E VerTech Engineering Project: Zirnvy-,P,c S Engineer: AT D@sian of: Shear Walls Frnminn Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Lenqth Load/ft Edge Nail Wall Obs u Ift1 Ib/ft in A 3062 15.5 15.5 15.5 198 6" B 4083 17.75 17.75 17.75 230 6" C 1868 5.25 5.25 356 4" woo D 901 4 4 _5.25 225 6" 1 1743 11.5 1.5 _4 11.5 152 6" 2 3712 14 14 14 265 4" 3 2923 11.5 11.5 11.5254 6" 4 905 3 3.__ __ --_- 302 4" _..._...__3_ _ A 3410 13.5 13.5 13.5 253 6" ,� w341.0 3 X51 35 kmmwu Me ��9f743/i3 1 1893 13 13 13 146 6" 2 1893 15 15 15 126 6" 7 I -I cd F - P�ne�� S r✓ t-6 VerTech Engineering Project: Z i V-YIVr,erS Page: Engineer: AS Date: _c) 7 Design of : Shear Walls Stability Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ih/ft) (ft) rft-lhl if+-lhl /IK% A 8 8 250 1 9 13779 7507.813 1129 B 13 13 2509 25878.2 19531.25 1023 C 5 5 250 9 16812 - 3445.313 2763 D 4 4 250 9 8109 2000 1577 1 4 4__ 250 9 5456.35 2000 914 2 14 14 250 9 _ _....._......_...... __._.. 24500 1214 3 5 5 250 9 _3_3408 11437.8 3125 1869 4 3 3 250 _ 9 8145 W 1125 2464 A 14 14 150 9 30690- 13668.75 1595 xw f 250 19- ", . 7537 Y300 X8668% 1 13 13 9 17037 21125 -152 2 15 15 250 9 17037 28125 -552 � 74 Design of : Shear Walls Stability Segment Segment OT Rightinci Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -lb) (ft -1h) (Ihl A 3.5 9 6223 1531 1485 B 5.25 910869 3445 1631 C 0 0 . . . . ........... . . .... 0 .. 0 D 0 0 0 0 1 3.5 9 4774 1531 970 2 0 0 0 0 3 3 9 6863 1125 2036 4 0 0 0 0 A 0 0 0 0 M.. 1 0 0 0 0 2 0 0 0 0 PROJECT 7-iy'nr' f.S VERTECH ENGINEERING PAGE ENGINEER AT DATE (Z) U DESIGN OF Gr��/ ► "o PROJECT 11�Y1YY1�i�s ENGINEER A VERTECH ENGINEERING PAGE DATE o) O DESIGN OF M a p PROJECT 7- VERTECH ENGINEERING PAGE ENGINEER AS DATE DESIGN OF Gf-( t ..... .._..... i_ ..... . 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L psi bLL ...... . .... . ...... .... . .... . Ile... . ........ . ...... . . ....... . ......... . .... ..... . ....... t.......... PROJECT ZiYY1YY1Pf(S VERTECH ENGINEERING PAGE AlENGINEER DATE ( )L 0 DESIGN OF C1rO►y % beam s Zi PROJECTVERTECHENGINEERING PAGE ENGINEER A:I' DATE 9 /0 DESIGN OF Gv-c,,/ � � ( beam s ) LS'.%,LppoIr 4- 6b'6 ib J� ps L L " tw. F ".7 1_x A ... . ..... . 4 . ....... _1 . ..... Iia c' r L 7 'o . . .. . ........ ...... . .. ..... i �n ... . ...... -4 .... . ..... L... . ...... . ..... v L 5i L .. . ...... . . r_VL L ...f i . . . ...... . .. . ...... . .....t -Ac -ad C-(- -7r oof A .... ...... . ..... 2;QQ:5, �6 !T! o I. . ....... . ...... . ... .. . ........ .. .... .... .... . . ........ . ... . . .... . .... - . .... ..... ... ... . ..... . PROJECT Z i VnnYnn-tCS VERTECH ENGINEERING PAGE 2q ENGINEER AT DATE 9 o DESIGN OF C)2� Gor C��cdc L= I I %z t 41 4 .1_4 F I i boor HCGCJc ....... ... M �I._I._- ► _ .. 4.0 _ { xIOG' Ib--tiln2 E t �_... ,...... _...... ! ..... I { 7 < � s I ; ... ._.... J_......,.:..............i ............._:_...__ Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: Typical FJ Slope of roof Dead Load 0 :12 Live Load 1.5 in TULL Defl. Criteria (U) Length of Beam EJ Round Member Width tributary to beam: Unbraced Length ❑ Horiz. Member CO 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11870 RB= 7.7 Total Uniform Load 7 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Bending Date: 9/3/2003 le= 2.1 Fb*= 1170 73 plf 700 ft -Ib 320 Ib ❑ Shear at d from face? 24 *10^6 #-in^2 ,z)(D ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 15 psf EJ Round Member 40 psf DF -L #2 Dimensional � D ❑ Horiz. Member 240 360 Fb' 1164 psi 8.75 ft Fv' 95 psi 1.33 ft 1 ft Height Required 5.4 in 1.30 A Req'd 5 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 14 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 1170 73 plf 700 ft -Ib 320 Ib ❑ Shear at d from face? 24 *10^6 #-in^2 ,z)(D Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: Typical Floor Girder Date: 9/3/2003 31 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 psf El Round Member Live Load 40 psf I DF L #2 Dimensional � Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1169 psi Length of Beam 5 ft Fv' 95 psi Width tributary to beam: 8 ft Unbraced Length 1.33 ft Height Required 5.0 in CD 1.00 CF 1.30 A Req'd 17 in12 CM 1.00 Cv 1.00 S Req'd 14 in^3 Ct 1.00 Cfu 1.00 1 Req'd 15 in14 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 52618 le= 2.7 RB= 3.6 Fb*= 1170 Total Uniform Load 440 plf Mmax 1375 ft -Ib Vmax 1100 Ib ❑ Shear at d from face? EI Req'd 27 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 2X6 Rafter Date: 9/3/2003 32. ❑ valley Beam Slope of roof 9 :12 Select Beam Width 1.5 in Dead Load 8 psf (� El Round Member Live Load 16 psf I DF L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1074 psi Length of Beam 9.75 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 5.5 in CD 1.00 CF 1.20 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 7 in^3 Ct 1.00 Cfu 1.00 1 Req'd 21 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 11527 le= 2.1 RB= 7.8 Fb*= 1080 Total Uniform Load 52 plf Mmax 618 ft -Ib Vmax 254 Ib ❑ Shear at d from face? EI Req'd 34 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 2X8 Rafter Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 8815 RB= 8.9 Total Uniform Load Mmax Vmax EI Req'd 9 :12 8 psf 16 psf 240 360 12.75 ft 2 f 1 f 1.20 1.00 1.00 1.00 1.00 Date: 9/3/2003 ❑ Valley Beam Select Beam Width —�1.5 in DF -L #2 Dimensional I I ❑ Round Member ❑ Horiz. Member Fb' 1073 psi Fv' 95 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 1080 52 plf 1057 ft -Ib 332 Ib ❑ Shear at d from face? 76 *10^6 #-in^2 7.2 in 5 in^2 12 in^3 47 in^4 Deflection 34 - Beam Sizer Design Program VerTech Engineering Project: Zimmer Residence Location: 2X6 Ceiling Joist Slope of roof Dead Load 0 :12 Live Load 1.5 in TULL Defl. Criteria (0 Length of Beam El Round Member Width tributary to beam: Unbraced Length � Horiz. Member CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11648 RB= 7.8 Total Uniform Load 7 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Deflection Date: 9/2/2003 ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 8 psf El Round Member 10 p sf Dimens i onal —� � Horiz. Member 240 360 Fb' 1075 psi 14.5 ft Fv' 95 psi 1.33 ft 1 ft Height Required 5.5 in 1.20 A Req'd 3 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 21 in^4 1.00 Controlling Design Deflection 1.00 le= 2.1 Fb*= 1080 24 plf 629 ft -Ib 174 Ib ❑ Shear at d from face? 33 *10"6 #-in^2 35 Beam Sizer Design Program VerTech Engineering Project: Zimmer Residence Date: 9/2/2003 Location: 2X8 Ceiling Joist ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 8 psf -- � ❑ Round Member Live Load 10 psf DF -L #2 Dimensional I - I ❑Q Horiz. Member TOLL Defl. Criteria (Ln 240 360 Fb' 1073 psi Length of Beam 19 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 7.2 in CD 1.00 CF 1.20 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 12 in^3 Ct 1.00 Cfu 1.00 1 Req'd 46 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 8889 le= 2.1 RB= 8.9 Fb*= 1080 Total Uniform Load 24 plf Mmax 1080 ft -Ib Vmax 227 lb ❑ Shear at d from face? EI Req'd 74 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 2X8 Hip Slope of roof " Dead Load 9 :12 Live Load 1.5 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length 16 psf CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.91 Fbe= 1450 le= RB= 22.0 Fb*= Total Uniform Load A Req'd Mmax 1.00 Vmax 7 in^3 EI Req'd 1 Req'd Date: 9/3/2003 YO E Valley Beam 9 :12 Select Beam Width 1.5 in 8 psf ❑ Round Member 16 psf DF -L #2 Dimensional I I I I ❑ Horiz. Member 240 360 Fb' 978 psi 6 ft Fv' 95 psi 10 ft 9 ft Height Required 5.5 in 1.20 A Req'd 8 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 8 in^4 1.00 Controlling Design Shear 1.00 16.6 1080 260 plf 600 ft -lb 520 Ib ❑ Shear at d from face? 39 *10^6 #-in^2 YO -25q Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Date: 9/3/2003 Location: 1 3/4 X 7 1/4 LVL Hip 0 Valley Beam Slope of roof 9 :12 Select Beam Width 1.75 in Dead Load 8 psf ❑Round Member Live Load 16 psf Microlam ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1678 psi Length of Beam 10 ft Fv' 285 psi Width tributary to beam: 12 ft Unbraced Length 9 ft Height Required 7.0 in CD 1.00 CF 1.00 A Req'd 5 in12 CM 1.00 Cv 1.00 S Req'd 14 in^3 Ct 1.00 Cfu 1.00 1 Req'd 37 in14 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.65 Fbe= 1831 le= 16.6 RB= 21.3 Fb*= 2600 Total Uniform Load 312 plf Mmax 2001 ft -Ib Vmax 1040 Ib ❑ Shear at d from face? EI Req'd 219 *1016 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 1 3/4 X 11 1/4 LVL Hip Slope of roof Dead Load 9 :12 Live Load Width 1.75 in TULL Defl. Criteria (U) Length of Beam ��--�� ❑Round Member Width tributary to beam: Unbraced Length I _ I I _ I ❑ Horiz. Member CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.42 Fbe= 1118 RB= 27.3 Total Uniform Load 35 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Bending Date: 9/3/2003 le= 17.4 Fb*= 2600 312 plf 3127 ft -Ib 1300 Ib ❑ Shear at d from face? 428 *10^6 #-in^2 ❑� Valley Beam 9 :12 Select Beam Width 1.75 in 8 psf ��--�� ❑Round Member 16 psf I Microlam I _ I I _ I ❑ Horiz. Member 240 360 Fb' 1080 psi 12.5 ft Fv' 285 psi 12 ft 9 ft Height Required 10.9 in 1.00 A Req'd 7 in^2 1.00 S Req'd 35 in^3 1.00 1 Req'd 72 in^4 1.00 Controlling Design Bending 1.00 le= 17.4 Fb*= 2600 312 plf 3127 ft -Ib 1300 Ib ❑ Shear at d from face? 428 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: B1 Slope of roof Dead Load Live Load TULL Defl. Criteria (I../) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 12380 RB= 7.5 Total Uniform Load Mmax Vmax EI Req'd Date: 9/3/2003 3 —/ ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 16 psf❑ Round Member 16 psf DF -L #2 Dimensional � � ❑ Horiz. Member 240 360 Fb' 1164 psi 11 ft Fv' 95 psi 1.33 ft 1 ft Height Required 5.2 in 1.30 A Req'd 4 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 16 in"4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 1170 43 plf 644 ft -Ib 234 Ib ❑ Shear at d from face? 25 *10^6 #-in^2 3 —/ 40 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stabilitv Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 '137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 GAJ Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stabilitv Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 .26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 C -I OEM VerTech Engineering Project: Z ; vyi vie r,S Engineer: k' Design of: Floor Fram Floor Loads DL= 15 psf LL= 40 psf Page: Date: p3 Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field.. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Lumber (SS) Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. VerTech Engineering Project: Z t rv)Inne1(* S Page: Engineer: Al Date: Design of: Roof Framin Roof Loads DL= 16 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans (24" O.C.) a. 2X4 DF -L #2: 6'-3" b. 2X6 DF -L #2: 9'-9" c. 2X8 DF -L #2: 12'-9" d. 2X10 DF -L #2: 16'-3" e. 2X12 DF -L #2: 19'-3" 2. Ceiling Joist Maximum Spans (16" O.C.) a. 2X8 DF -L #2: 18'-9" b. 2X10 DF -L #2: 24'-0" 3. Ceiling Joist Maximum Spans (24" O.C.) a. 2X8 DF -L #2: 16'-3" b. 2X10 DF -L #2: 21'-0" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. Typical Headers (U.N.O.): Use 4X8 DF#1, use (2) trimmers min. at all openings larger than 4'-0". � l- Project: Z iyYwy)U',S Engineer: AJ_ Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (alf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. read Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Wav Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 F-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: �z Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. XAAA. r h VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Jerry and Linda Zimmers Project: Zimmers Residence Location: Lot #42 La Rose Court, Durham, CA APN: 039-046-099 N c 6038BUTTE COUNTY BUILDING DEPARTMENT 6�4�� .AP �. ®VED C A* 141/6 -3- P. #- Attention: This engineer is not responsible for on si inspe 'on to assure compliance with the standards, sizes, materials, or workmanship specified h rein. T is engineer is not responsible for any structural element or system not specifically noted in this set f specifications unless authorized in writing by this engineer. Workmanship is to be of the highest uality and in all cases follow accepted construction practice, the latest edition of the Unifo Buildi g Code, and local building department standards. 4._ VERTECH ENGINEERING PROJECT: 9/3/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR .SNY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE I REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP'/." OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %," #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: '/." J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 9/3/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF 0480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL ,r JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" N VERTECH ENGINEERING PROJECT: 9/3/03 6-4 POSTS/TRIMMERS. A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48' LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0' C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT 11 OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBG REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14' IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16' OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS 1, 11,111, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT Z 1 inn YY) -e C,C, VERTECH ENGINEERING PAGE ENGINEER � DATE v � DESIGN OF G�ner a Loo6,s wa1 ► : 2 -�-..._, ..4.11 2 ..... ._..... ........._.. ,... . .... ... ......... ..... .. .. . ... PROJECT Z%VY-\MC.rS VERTECH ENGINEERING PAGE rJ ENGINEER r'\J DATE DESIGN OF Lin n cj La y d� �- PROJECT 1YY) m Q ( s ENGINEER A S DESIGN OF VERTECH ENGINEERING La4exa I L i n PAGE DATE U T 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Zimmers Residence Date: 9/2/2003 Comments: Wind Speed: 75 mph Importance: 1 -7.3 Exposure: B -6.3 -6.8 -7.3 ❑ One Story or Partially Enclosed Multi-StoryStructure -8.1 2.7 -8.7 2.9 -9.4 3.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -59 KOO? Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7. Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6. 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Zimmers Residence Comments: House Date: 9/2/2003 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS '7w TA = Ct(hn)'- Max TB = 1.4*TA VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) A METH IS T = 0.129 0.129 CvIIRT = 0.7614 0.7611 VEQ = 56.9 57 LEVEL ROOF 10th EQ: .11 *Ca*I 2.57a*1/R V/W: 0.0396 0.1636 V: Ft = 0.00 LEVEL ROOF 10th STORY HT 12 0 .11 *Ca*I 2.57a*1/R 12.2 0.0396 0.1636 3.0 12.2 LEVEL ROOF 10th STORY HT 12 0 HEIGHT 12 0 WEIGHT HT. X WT. 74.725 897 0 0 VEQ 12.2 0.0 E VEQ 12 12 MOT 146 146 Diaphragm 13 0 9th 8th 0 0 0 0 0 0 0 0 0.0 0.0 12 12 146 146 0 0 7th 0 0 0 0 0.0 12 146 0 6th 0 0 0 0 0.0 12 146 0 5th 0 0 0 0 0.0 12 146 0 4th 0 0 0 0 0.0 12 146 0 3rd 0 0 0 0 0.0 12 146 0 2nd 0 0 0 L 0 0.0 12 146 0 1 st 0 0 0 L 0 0.0 12 146 0 11 I Uvi 1997 UBC Static Seismic Forces VerTech Engineering Project: Zimmers Residence Comments: Garage Date: 9/2/2003 Units: Kips & Feet (UNO) Zone = 3 0.129 0.129 EQ: Soil type = L Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 _(HEIGHT TO ROOF) Ct = 020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4'TA VEQ = (Cv'I'W)/(RM Ft = 0.07'T'V (If T<.7, Ft=O) T = 0.129 0.129 EQ: Cvl/RT = 0.7614 0.7611 V/W: 0.0396 0.1636 24.9 25 V: Ft = 0.00 .11 "Ca'I 2.577I/R 5.3 0.0396 0.1636 1.3 5.3 PROJECT L I WWYICCS ENGINEER AJ - DESIGN OF Lol-( VERTECH ENGINEERING PAGE 10 DATE 0 PROJECT Z i V lnn-e (^5 VERTECH ENGINEERING ENGINEER DESIGN OF PAGE DATE c) : ; I ` --b ...........:.. PROJECT Z Ynw)e(-,S VERTECH ENGINEERING PAGE 2 ENGINEER _ AJ- DATE DESIGN OF Lo+cx-c) I_ oo J 0- �;y c)► cD .... ... ... :._ _...._;. i i : PROJECT Zi wWYNle�(S VERTECH ENGINEERING ENGINEER 7 DESIGN OF I_o4� .1 Loo d Su�1M0 r PAGE I DATE O� : rd � -� TQb�tCD I .. nf : VVCA ! I ... wi�aC1h)........�:�ni�c O A. ...... 2 Co .... _.,....._.....�._...._ ...... e .. .... ... . ...... . C, : ... : -.� Co.._ ........... I ; Cot : �. ...._...... Co _ ,...._...... 2 '2 ! _ :... 24- C��- i.... : VJ r. : j ! t i : o 4 ; _.. _.. _a.... _..... ._ 1. p3 : q ...... Shear Wall Design Program VerTech Engineering Project: Zimmers Residence Location: Date: 9/2/03 Units (UNO): lbs, in Panel Thickness 3/B 3X Sill 3.17 3.73 Panel Orientation Short Dlmenslon Across Studs v 1.98 NG 1.52 Nail Type 8d NG 0.99 NG 0.76 Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorane Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 14 i Ov SE NZAU E VerTech Engineering Project: Zirnvy-�f'r S Engineer: AS Desion of ' ShPar VVallc Frominn Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall Obs Lftl lftl LI flm in A 3062 15.5 15.5 15.5 198 6" B 4083 17.75 17.75 17.75 230 6" C 1868 5.25 5.25 5.25 356 4" D 901 4 4 4 225 6" 1 1743 11.5 11.5 11.5 152 6" 2 3712 14 14 14 265 4" 3 2923 11.5 11.5 11.5 254 6" 4 905 3 3 3 302 4" A 3410 13.5 13.5 13.5 253 6" 1 1893 3 13 13 13 146 6" 2 1893 15 15 15 126 6" O-1 Ctc POV') 4+1 s I n e, I'S VerTech Engineering Project: Zi w,vv,Page: Engineer: AS Date: Design of : Shear Walls Stability Overturning Overall . Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (lh/ftl rfM iff-IM If+ IM /R�x • 8 250 9 7507.8131 . S.'•y.2:9':}+gid. ••: ''i �' '. :'v^ifie�i, u �..µ:.,r'tl'' Y/i ..: ri•:.0 '•J�`�. .�.�',.�yk4yt;;�# :�P,.>•,+./h� v..,yr+.:y;}S� 45��"y+-t. � ''aA?•. :?.: � '�i�:. ✓'$�1' .�i�. L%;:%d'i•2'�i;2����.3.t;. ... �<�}:. `=i:;'.:j;� ,:Y,N� V4;1� �i•�:« �,�':l�s:i�•�'.1,3 .r.¢�,.:.tima„>ac;,•ia .,� t '�E n, J:' • it,�`` ,1. iQ ,.s=.. Q.y, f !�,/ „O ry �'7 i�v7+3'1S. ,4 ..'�.. �.fr '2k•< .Q•Q4"Lf`�� R< � o .�, a"�'. 7 �:i •��yt 0 0 o m .;�5�u.< ..ica: � 1 Design of: Shear Walls Stability Segment Segment OT Ri-ghtin-q Net Length Height MMT MMT M/D Wail (ft) ft (ft -IM fff_Ih1 /Ih\ 3.5 1531 .,r as . as . mai , oar ��:�'6V �S.<,./`,'',.'v�J.^'.ti. �v}' ®ti.�f.'u?: see■ �;2,5�`.,,�yy}�" g�i<' �''s: 'r.1.°.,�b+°'�!'.•XA�•.i��4��iiX' :;:i?2i r'�f� s.. tf[�,'.y,Fq`e`:y`iS'jS:'t� e �.t1.'s�•.� .. 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PROJECT Z i MVY*N LNGINEERING PAG E ENGINEER AT DATE- (ZVO DESIGN OF PROJECT 7,+YY1IMCS.. ENGINEERING PAGE � ENGINEER Al DATE (J O DESIGN OF Clf-C), : rn S) PROJECT L 1 ►^nM j- S2 /� yH ENGINEERING PAGE ENGINEER AS' DATE 9 O3 DESIGN OF GrGv s 1322:......-ar 4- G r = 2.3'/2 �� - PROJECT Z. i myy,)-t�(S i/E�� H ENGINEERING PAGE '2� ENGINEER AT DATE 9 O DESIGN OF /2 roo F Beam Siz vp Design Program VerTech Engineering Project: Zimmers Residence Date: 9/3/2003 Location: Typical FJ Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11870 RB= 7.7 Total Uniform Load Mmax Vmax EI Req'd le= 2.1 Fb*= 1170 73 plf 700 ft -Ib 320 Ib ❑ Shear at d from face? 24 *10^6 #-in^2 -�)(D ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 15 psf❑ DF -L #2 Dimensional Round Member 40 psf ---`-----------v--� ❑Horiz. Member 240 360 Fb' 1164 psi 8.75 ft Fv' 95 psi 1.33 ft 1 ft Height Required 5.4 in 1.30 A Req'd 5 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 14 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 1170 73 plf 700 ft -Ib 320 Ib ❑ Shear at d from face? 24 *10^6 #-in^2 -�)(D 3i Beare Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: Typical Floor Girder Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI- 1.00 Fbe= 52618 RB= 3.6 Total Uniform Load Mmax Vmax EI Req'd Date: 9/3/2003 le= 2.7 Fb*= 1170 440 plf 1375 ft -Ib 1100 Ib ❑ Shear at d from face? 27 *10^6 #-in^2 ❑ valley Beam 0 :12 Select Beam Width 3.5 in 15 psf [DFL # 2 Dimensional ❑ Round Member 40 p sf _.._____ ___ _�� ❑� Horiz. Member 240 360 Fb' 1169 psi 5 ft Fv' 95 psi 8 f 1.33 ft Height Required 5.0 in 1.30 A Req'd 17 in^2 1.00 S Req'd 14 in^3 1.00 1 Req'd 15 in"4 1.00 Controlling Design Shear 1.00 le= 2.7 Fb*= 1170 440 plf 1375 ft -Ib 1100 Ib ❑ Shear at d from face? 27 *10^6 #-in^2 32- Beam z Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 2X6 Rafter Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11527 le= RB= 7.8 Fb*= Total Uniform Load Mmax Vmax EI Req'd Date: 9/3/2003 ❑ Valley Beam 9 :12 Select Beam Width 1.5 in 8 psf❑ Y [DIF --L #2 Dimensional Round Member 16 psf -- ❑ Horiz. Member 240 360 Fb' 1074 psi 9.75 ft Fv' 95 psi 2 f 1 ft Height Required 5.5 in 1.20 A Req'd 4 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 21 in^4 1.00 Controlling Design Deflection 1.00 2.1 1080 52 plf 618 ft -Ib 254 Ib ❑ Shear at d from face? 34 *10^6 #-in^2 �3 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: 2X8 Rafter Date: 9/3/2003 El Valley Beam Slope of roof 9 :12 Select Beam Width 1.5 in Dead Load 8 psf-"-"- ""`---- �— -- -� DF_L #2 Dimensional ❑ Round Member Live Load 16sf p I ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1073 psi Length of Beam 12.75 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 7.2 in CD 1.00 CF 1.20 A Req'd 5 in^2 CM 1.00 Cv 1.00 S Req'd 12 in"3 Ct 1.00 Cfu 1.00 1 Req'd 47 in"4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CIL 0.99 Fbe= 8815 le= 2.1 RB= 8.9 Fb"= 1080 Total Uniform Load 52 plf Mmax 1057 ft -Ib Vmax 332 Ib ❑ Shear at d from face? EI Req'd 76 '10^6 #An^2 :3 -4 -- Beam Sizer Design Program VerTech Engineering Project: Zimmer Residence Location: 2X6 Ceiling Joist Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length Co 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11648 RB= 7.8 Total Uniform Load Mmax Vmax EI Req'd 0 :12 8 psf 10 psf 240 360 14.5 ft 1.33 ft 1 f 1.20 1.00 1.00 1.00 1.00 Date: 9/2/2003 ❑ Valley Beam Select Beam Width 1.5 in r— -- ❑ InL#Dimensional Round Member DF -L #2 � -----------� ❑✓ Horiz. Member Fb' 1075 psi Fv' 95 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb•= 1080 24 plf 629 ft -Ib 174 Ib ❑ Shear at d from face? 33 •10^6 #-in^2 5.5 in 3 in^2 7 in^3 21 in^4 Deflection Beam Sizer Design Program VerTech Engineerinq Project: Zimmer Residence Location: 2X8 Ceiling Joist Date: 9/2/2003 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 8 psf Round Member Live Load 10 psf DF -L #2 Dimensional Dimensional ---- --- ----� ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1073 psi Length of Beam 19 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 7.2 in CD 1.00 CF 1.20 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 12 in^3 Ct 1.00 Cfu 1.00 1 Req'd 46 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 8889 le= 2.1 RB= 8.9 Fb*= 1080 Total Uniform. Load 24 plf Mmax 1080 ft -Ib Vmax 227 Ib ❑ Shear at d from face? EI Req'd 74 *10^6 #-In^2 73 (D Beam Sizer Design Program ' VerTech Engineering Project: Zimmers Residence Date: 9/3/2003 Location: 2X8 Hip Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.91 1.00 Fbe= 1450 le= 16.6 RB= 22.0 Fb"= 1080 Total Uniform Load 260 plf Mmax 600 ft -Ib Vmax 520 Ib ❑ Shear at d from face? EI Req'd 39 "10^6 #-in^2 0 Valley Beam 9 :12 Select Beam Width 1.5 in 8 psf El Round Member 16 psf DF`L #2 Dimensional — ❑ Horiz. Member 240 360 Fb' 978 psi 6 ft Fv' 95 psi 10 ft 9 ft Height Required 5.5 in 1.20 A Req'd 8 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 8 in^4 1.00 Controlling Design Shear 1.00 Fbe= 1450 le= 16.6 RB= 22.0 Fb"= 1080 Total Uniform Load 260 plf Mmax 600 ft -Ib Vmax 520 Ib ❑ Shear at d from face? EI Req'd 39 "10^6 #-in^2 -YDq Beam Siler Design Program VerTech Engineering Project: Zimmers Residence Location: 1 3/4 X 7 1/4 LVL Hip Date: 9/3/2003 FZI Valley Beam Slope of roof 9 :12 Select Beam Width 1.75 in Dead Load 8 psf El Round Member Live Load 16 psf Microlam �___._____ �� ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1678 psi Length of Beam 10 ft Fv' 285 psi Width tributary to beam: 12 ft Unbraced Length 9 ft Height Required 7.0 in Co 1.00 CF 1.00 A Req'd 5 in^2 CM 1.00 Cv 1.00 S Req'd 14 in^3 Ct 1.00 Cfu 1.00 1 Req'd 37 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.65 Fbe= 1831 le= 16.6 RB= 21.3 Fb"= 2600 Total Uniform Load 312 plf Mmax 2001 ft -Ib Vmax 1040 Ib ❑ Shear at d from face? EI Req'd 219 •10^6 #-in^2 Beam Sizer Design Program VerTech Engineerinq Project: Zimmers Residence Location: 1 3/4 X 11 1/4 LVL Hip Date: 9/3/2003 21 Valley Beam Slope of roof 9 :12 Select Beam Width 1.75 in Dead Load 8 psf ❑ Round Member Live Load 16 psf Mihm cro ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1080 psi Length of Beam 12.5 ft Fv' 285 psi Width tributary to beam: 12 ft Unbraced Length 9 ft Height Required 10.9 in CID 1.00 CF 1.00 A Req'd 7 in^2 CM 1.00 CV 1.00 S Req'd 35 in^3 Ct 1.00 Cfu 1.00 1 Req'd 72 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.42 Fbe= 1118 le= 17.4 RB= 27.3 Fb*= 2600 Total Uniform Load 312 plf Mmax 3127 ft -Ib Vmax 1300 Ib ❑ Shear at d from face? EI Req'd 428 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Zimmers Residence Location: B1 Slope of roof Dead Load Live Load TULL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 12380 RB= 7.5 Total Uniform Load Mmax Vmax EI Req'd le= Fb"= Date: 9/3/2003 ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 16 psf — DF -L #2 Dimensional El Round Member 16 Sf p ___ —� ❑� Horiz. Member 240 360 Fb' 1164 psi 11 ft Fv' 95 psi 1.33 ft 1 ft Height Required 5.2 in 1.30 A Req'd 4 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 16 in^4 1.00 Controlling Design Bending 1.00 2.1 1170 43 plf 644 ft -Ib 234 Ib ❑ Shear at d from face? 25 "10^6 #-in^2 40 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 .26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 VerTech Engineering Project: Z inn wex-s Engineer: k' Design of: Floor Frami Floor Loads DL= 15 psf LL= 40 psf Page: Date: �3 Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: 11 Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Lumber (SS) Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. 42 43 VerTech Engineering Project: Z (yY�w1P�f S Page: Engineer: -A T Date: Design of: Roof Framing Roof Loads DL= LL= 16 psf 20 psf Reducible to 16psf where slope > 4:12 Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans (24" O.C.) a. 2X4 DF -L #2: 6'-3" b. 2X6 DF -L #2: 9'-9" c. 2X8 DF -L #2: 12'-9" d. 2X10 DF -L #2: 16'-3" e. 2X12 DF -L #2: 19'-3" 2. Ceiling Joist Maximum Spans (16" O.C.) a. 2X8 DF -L #2: 18'-9" b. 2X10 DF -L #2: 24'-0" 3. Ceiling Joist Maximum Spans (24" O.C.) a. 2X8 DF -L #2: 16'-3" b. 2X10 DF -L #2: 21'-0" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. Typical Headers (U.N.O.): Use 4X8 DF#1, use (2) trimmers min. at all openings larger than 4'-0". Project: Z i Y`nv Vle�f Engineer: AJ_ Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Wav Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 11-6" Sq. 12 (2) #4 2.25 PB F2 2'4" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR 'UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 5J38-7601 Name: ��J� L� ��% �7 �`J' Phone: Mailing Address: E -Mail address Assessor's Parcel Number: -4o G q Reason you believe you qualify for the unusual circumstances exception: Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ...................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Buildings) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended _ following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE 03 OROVILLE, CA 95965 COPY of Document Recorded 21 -Oct -2003 2003-0073601 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26 -8 -of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: '6TF�4-�es AAS ' Date 4-G J�PROPERTY OWNERS: State of California ) County of E3WT-TE, On 10 - a 1- 6 3 before me, personally appeared e-5f9JZ / Z 1%71 MUM &NU L l A1.0A Z 1 M YY SRS - personally known to me (or. 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 hWher/their authorized capacity(ies), and that by hisH►erftheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. TERI MEFFORD N Signature Seal: _ COMM. i 1351395 g NOTARY PUBUC-CAUFORNIA Q COUNTY OF BUTTE W Comm. Expires April 17, 2006 A.P. # 011 C �� S".r ✓. ° O o RESIDENTIAL PLAN G-sy-. REVIEW GUIDE o SINGLE FAMILY, DUPLEXAND wscELL4NEOUS on 0%v er. Building Permit Number: _ Plans Examin : ���dct J,.rn)pSZr-t A. P. Number. GEtiER-kL: Wit"" Zoning requirements — (number of permitted living units). -- Plans signed by the designer. T Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 0 Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise Q SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Rout_ and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 sq feet The net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20'. When % indo« 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)... Skylights (Uniform Building Code section 2409 & 2603.7). 'Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permiod n this section. Kitchens. halls, bathrooms and toilet compartments may have a ailing height of not lea than 7 fed measured to the lowest uroiection from the ailing (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 fed in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. ;3rage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich 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 bw aboth or bedroom (Uniform Plumbing Code section 509.0). Fuel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sectfoa30�.3). Garai firewall separation - required on garage side including supporting walls and posts (Unilbi>octDOW" Code section 302.4 exception #;). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Food stove location - Alcove — Ub1C section 203 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). hoatr compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). ' g wa11s shall be supported on masonry or concrete foundations that shall be of sufficient size to support sU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Beed v6a11 panels shall start at not more than 8 feet from each end of a braced v►all 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 shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braced aall 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 designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18•I -C7. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct buildin& Roof construction details complete enough to construct building. Fireplace cotutrucdon details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). . Stud heights. . 'gh expansive soil -special foundation design required Retaining Balls requiring design 1 ; C»,psum wallboard nailing inspection required. 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. cerLification 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 sho»-n on the building plans. ,,W, -Electric, heating, ventilation, plumbing and air conditioning equipment and other write 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: �-3iv, Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). ..3- Brick or stone veneer (Uniform Building Code section 1403). -A.• Exterior plaster- veep screeds (Uniform Building Code section 2506.5). t.5... Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2. 15-D-1 & 2). --fi- Foam insulation - protection. ,,,,]> 36" halls and stairways (Uniform Building Code section 1004.3.3.2). -&� T,%v exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9 Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). O -Attic access and ventilation (Uniform Building Code section 1505). -Wr• Sound requirements. 12. Energy design compliance and supporting documentation. JJt-CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elex•adon certificate. 3. ❑ Fire SprinUers required 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- of SITE PLAN REVIEW APPLICATION Date: -) 7 AP# Q Y) "i-6 0- 0 9 9 Permit Number (if applicable)Q 3 " 28 2-2_ Bin Number (S 6 — APPLICANT INFORMATION Parcel Size: O 2 Ao e_ Owners Name: �^ S _ ) Owners Address: 2q 85 580W 1��, , LN I C0 C -A �►S 92 Telephone No.: 3 Ll 23 - O bZ- Situs Address: L.fA 9-0S C, Ci' - Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home 91 Residential Accessory C (-OQ�A 6-E, ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel Q3- 2$L -D ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date x'22 - Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attacled) • Flood Zone: • Flood Panel No.: L) S20 C Index Date: /0-8-18 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front y Side Side Street Rear ` ©� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads 9 Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 II Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions,from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. LEI Page 4of5 st N07ES t. Ti -as 'SHEET SHOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL INFORMATION PURPOSES ONLY. DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR SIMILAR MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO NUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 4. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUSHALL TERED DURING PROJECT CONSTRUCTIOIN, SITE CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL ST L BE IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS. DEVELOPED. ' 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FOR ROADS. DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED �— COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. it�y_35�3-7 02 - ADDITIONAL INFORMATION SHEET [)tlRH.Am LAND ESTATE PHA S 4 A P+uW SIM! SEWVWSM BEING A POR770N OF I1E• REM,4JNM LAAt OF 0URHAM LAND EST"AT S PHASE I"4M PAOE 7f-74, BOOK 167 ALSO BEING A PORMON OF 'rNE SOWNMAST 114 OP S OC770N 24 TOWNSHIP 2.1 NORM RAND' 1 A PRION op BOWL ' 114 OF.._..._ _ -r Senl i By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Oct -24-03 3:34PM; UTTE CO UA'rf D.E`FARTMENT OF PUBLIC H all DI VISION OF ENVIRONMENTAL HEAL TH P.O. EO CMCO CA 95927 • , n b X 5364 (411 MAIN STRF.E�, , I � , (530) 891-2727, FAX (530) 895-6512 10 FAX COVER SHEET o3 m-rNmm OF PAOESZ. (including this .� FROM: d CO/DEM COMEPT: PHONE: ( ) PHONE: FAX #. _ FAX #: i.__, aC,Mod�W PO5S' 4dd7 6w aAvl� Page 1/2 F.LTH M ......._..... ...Environmerttial He Ith Specialist •.. 5/96.. .. J Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Oct -24-03 3:34PM; Page 2/2 BUTTE COUNTY _nvironmental Healti, SEP 2 2 2003 AGRICULTURAL BUFFER NOTIFICATION AND/OR r;hico, Calitomia UNUSUAL CIRCUMSTANCES REQUEST 0 0 C. ►o 0 0 e o� Butte County requires a 300 foot buffer between neighboring agricultural operations and a residenc e. This dimension Is based on environmental assessments and studies. The Agricultural Commissioner mi iy identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exceptlor is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required s Its plan to:, Development Services Department; 7 County.Center Drive, Oroville, CA (630) 638-7601 Name: Te Phone: y - -:f2 Mailing Address: — /l E -Mall address Assessor's Parcel Number D ,? l Reason you believe you qualify for the unusual circumstances exception: J 6? Owner or A16thorbead A6eWs elgnature Rate UNUSUAL CIRCUMSTANCE& DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing imp" vement (well, septic systems, structures etc.) does not allow for the standard condlUon of a 30D foot buffer z ne. Sol PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ..................................................................................................................................... ....... IpIpmall Dept. Contact Info: Env. Health r ❑ Planning Q aulding Olhar ntact Person: /I -e Phone. FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING F.. ... ..... _..................... .......... ..... .... .......... .................. ...... . orAnitural .................................................... Corn office use only: (to be completed atter submittal J DISCR NARY PERMITS Planning) MINIST 1A P AMTS 13u din Exception Recommended Exception Granted with t Exception NOT Recommended following condltaons: Reason/Condl6ons/Specific setbacks. from adjacent agricultural operations: Agricultural Department Signature: Date: TURBINE PENT - KEEP FROM � - _ ,%rir�■1r`ii■®� - � '`�■� r��rr�rrrr�rr�� I.�r i■�V�Y.r�`i9■rilr��■_ tea_ rriw!±ra _Immmu Ono V� .�`■�`r1�`__r.�r.�r.rr. WHAROY PLANK ■�II■■I■■ur■i TmIM FIXED 61-A55 YYINDONIS � e � _- YIEW OF mom, SINGLE HUNG WINDOW 51NGLE -HUNG WINDOW 1■ ONE ► s COMPOSITION R O ING T O F STREET PITCH q / 12 ® 111 � 11♦ F COMPOSITION ROOFING . 1 PITCH q / -1 2 COMPOSITION ROOFING COMPOSITION ROOFING _ PITCH Of / 12 ` , TURBINE PENT PITCH q / 12 ` _ . 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