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HomeMy WebLinkAbout058-580-016co 058-580-016 0/ly. MONTOYA, IKE INALE 10294 RED EYE, KEE H LL CONT: TWO FEAT RS C ST REPLACED BURNED RAGE` 054=58oA1L;5 B07-2441 058-580-016 MISCELLANEOUS Remodel CONV EX GARAGE TO RESIDENCE 7 10294 RED EYE RD MONTOYA-KRUGER JULIA, 058-580.01602-23 I LED B08-0337 058-580-016 MCNTOYA,JULIA 3 D MISCELLANEOUS Fire Suppression 10294 RED EYE RD., OROVI LLE FIRE SPRINKLERS FOR SF B07-2441 DETACHED GARAGE/SHOP/STU 10294 RED EYE RD MONTOYA-KRUGER JULIA ETAL 058-580-016 BP040614 MONTOYA-KRUGER, JULIA 10294 RED EYE RD., OROVILI-E HTLL R/GARAGC--STUDIO 5 'I NOTES c —.;, RESIDENTIAL i�.., J1 _ 058-580-016 „ PERMIT NO. ____02- MONTOYA, JULIA `: 10294 RED EYE RD., OROVILLE _ DETACHED GARAGE/SHOP/STUDIO rl solo t - SPECIAL CONDITIONS G CHECKED BY _ _XRA �� FLOOD CERTIFICATE REQ. I ( FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS Ji a 1 VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address M r _ ELECTRIC Meter By_ l ;JOB FINALED '--ignature W J=OK D = Not OK . = NotReadyable DECISB, COVERS, CARPORTS, GARAGES (Plans) OK except..#'s r 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) Jio -? 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 11. Ext.; Steps -Doors -Landings � .Brffl'2d Wall Panels Date ,O&Card B-1 Date Card B-1 ,-j-I'verd 131-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged' 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date .Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECISB, COVERS, CARPORTS, GARAGES (Plans) OK except..#'s t � Zo equirements-Setbacks-Easements ®✓ 3. ootings; Soils -Size -Depth -Spacing -Connectors -Steel 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. Carp s; Windows -Doors Jio -? (7 C = Wig.; Sills-Anchors-Studs-Rftrs-Trusses f.B!�idmg; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings � .Brffl'2d Wall Panels Date r Date ,O&Card B-1 Date Card B-1 ,-j-I'verd 131-1 Date Card B-1 Date POOLS (Plan OK except #'s . 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 24. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Elec. Receptacles Spacing -Lights & Switches at Doors 19. D.W.V.; Test Fittings & Anchor -Nail Protection 26. Size Boxes & No. of Conductors Stapled 20. Shower Pan; Test, First Floor -Tub Access 27. 21. Test Tub & Shower, Second Floor -Tub Access Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 22. Gas Pipe; Sixe & Anchors 52. 23. Fire Sprinkler; Test 2 Appliance Circuits in Kitchen & Conductor Size GFI 53. Date Card B-1 Date Card B-1 Date FRAMING (Continued) Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 27. Romex Installed Close to Edge of Studs & C.J. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 52. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 53. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 54. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 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 59. Glazing Area -Glass Protection -Skylights -Plastic Date 60. Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation Card B-1 Date Card B-1 38. Condensate Drain & Overflow, Size & Grade Card B-1 Date Card B-1 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 65. Card B-1 Date Card B-1 Date 66. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Bedroom Exiting 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 70. 43. Bearing Walls over Girders & Floor Nailing 71. Fireplace or Stove, Clearance -Hearth 44. Draft Stop in Walls (rat proof) Elec. Outlets at Wood Panel, Int. & Ext. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 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 O Yes 0 No/Walks 0 Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, ba'lifornia' 95965 • Telephone (530) 538-7541 ZP RF IjO�T� (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPPA.RCELNUMSER "+ ZONING N BUILDINGPERMIT OWNER MONTOYA, JULTA CELL A521-1484 E SO. FT. O c. BUILDING VALUATION 768 U 13 824.00 OWNER'S MAILING ADDR Sj 10294—RED EVE RD-, OROVILLE, CA 95965 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ '_ 3, 3 24.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ s_ r-3. 0 0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ C BUILDINGADDRESS ED 10294 REYE RD. OROVIUE Energy Plan Checking Fee $ $ PERMIT FEE $ 272.45 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 15.00 A 5 e 0 Each as water heater or vent 15.00 - TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGF,/SH01D/ST MT0./ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.0 Mobile Home I S I G I W @20.00 PERMIT FEE $ 115.0( ELECTRICAL PERMIT Fee 20.04 RLEFling Main Service zoOA OR LESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION 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. l/ 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 OCCUR OR ADDNS. ( & ACC. BLDS. s0 r p� 3.5Q FT. 2 S . v NOµpalpT 94CHOU CUrrS @7,50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTURES 20 Q 1'50 ALL p .50 Ex. Occup. DF'.E. A D,D,RA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S o WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date 7S �� Q� Signa re of Applicant'- ❑ Owndlr ❑ Contractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ U CONST. TYPE V N TOTAL FEE $ 45 7.3 3 HAZ. D. FEES IMP Y FLOOD Y CDF PARCEL X PD X HD This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ey PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Q D fe Receipt No. 3h1127_,� WHITE-D.D.S.-B.D. CA AS SS0R PINK -INSPECTOR GOLDENROD -APPLICANT WA—SMS N'", �^!" ��'llS�f '� �, 'R ' �A`�lR7u►� �•."—NV '" COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION w' 7 County Center Drive, Oroville, CAS#9-5965Phone- (530)538-7541 Fax (530)538-2140 �. PERMIT APPLICATION DATA SHEET OWNER: �� ASSESSOR PARCEL NUMBER ✓� w +� Proposed Building Use: �,C_4 K Counter Technician: Date: Items required in order to apply for a permit. A boxes UST be checked OR m r ed NA in order to apply. �1.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! �5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be indexed and returned to the plan review line-up when required items are received. Date Received By *8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... F12 Letter of intent for non-residential buildings..................................................... Detached Accessory Building Form filled out by the owner ..................................... . Hazardous Material Form............................................................................... i ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet .................................... ❑ Jh. Statement of Intent for Non -heated and A/C Buildings ......................................... �? yam. 16. Sanitation and plot plan approval from the Environment I Health Department in G' AL1 ❑ 17. City of Chico Plumbing permit ............... ............ .:.............. / <j .............. �Yl'8. California Department of Forestry plan approval paid. Sent by: ❑ 19. Planning approval for (A) Use: O ) -Z, (B)Parking: . (C)ar el Check: CQ•—OrL ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, :1 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: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applica Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional ' equired Contra owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: / o Contractor, designer, -was advised of the above data by phone, ❑ mail, ❑ counter, by Date: `Q • l _ O'Z_ :17ans,reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: �2 Note transfer by:. Date: Q, t' . 0 Yellnw- Rnildino Nl i6 E. USE ONLY Plot Pian Attache Floor Plan shad .sent to 6. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation7-V Clearancesg 0 _ o l (07Q Vi c' � D� Q � �,p C��� � 044 OwnerM Location AP# N Plan Approved for: Sewage Disposa Water S pply P blic Private Well Clearance for dwelling. Other N Hold final for: Final clearance O.K. for: NOTE: / �z Environmental Health pecialist Date 8/96 L APPROVED putts Cour} edO . �5tra:;r .ental r Qr� Or=h w� — – --- —A"** Pat Sands P L U M B 1 N G State License #731774 #9 Commerce Crt Chico, California 95928 Red Bluff 529-1972 • Chico 342-9000 Coming 824-3437 • Paradise 872-4000 Orland 865-5662.Oroville 534-3000 Willows 934-0285 • Gridley 846-5000 Yuba City / Marysville 634-0180 http://www.mrrootercom — VT r � UL 7 8" (2) 211X fCP R.AtE L J ------------------------------------� J Et? EQ ----------------- --------------- AL --_-------- AL TERNA TE BRA CED WALL PANEL NOTES. 1. For use in garage wall where due to location of overhead doors, a 4' - 0" lateral panel can not be provid 2. holdodown. Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufac • 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shal Tess than 3000 p4s.,4,1,aifing to be staggered for sheathing, applied to both faces. S. �g�t� c f Walt:Panel's `�'F u ,l' cannot be used on the second floor of two - story buildings (U.B.C. 2320 BUILDING P ME- , For Single Story �ildin (With noted modifications Cor two story buildings) r4. � Q, V. 2"yX�� G �5A,/Q�%�✓ QQyS��E�A,IH/N` JVM(VI�LIV1 F�rO �NIIfYa RA MW 8" MPJ, -- /WKW W ONE FAM NN. VM 8&1 COMMON CR atv. DOX N&5 0 6" O.C. A W Wa5. AW 12" O.C. PJ FEW i i I1AA.E 5W5 Af COM AkV COMM W5 8 WAM5 MW. 1/ 2" j1A.0. **a 9(,1,15 WIM T' MN. EMEEI7MENf L J ------------------------------------� J Et? EQ ----------------- --------------- AL --_-------- AL TERNA TE BRA CED WALL PANEL NOTES. 1. For use in garage wall where due to location of overhead doors, a 4' - 0" lateral panel can not be provid 2. holdodown. Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufac • 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shal Tess than 3000 p4s.,4,1,aifing to be staggered for sheathing, applied to both faces. S. �g�t� c f Walt:Panel's `�'F u ,l' cannot be used on the second floor of two - story buildings (U.B.C. 2320 BUILDING P ME- , For Single Story �ildin (With noted modifications Cor two story buildings) N CDF FIRE SAFE REQUIREMENTS - -'I , 23 %1 Q 41TDYA Jit,Li4- AP# PERMIT # NAME T— Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County' local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. �) 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�1 2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 \\rr feet. [N 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�) 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of ? . 0 25 AP # PERMIT # NAME - 1273 -10 E1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 ,feet in length and shall°be within 50 feet of the building. 1273.11 Gates [-1 1. Gate entrances shall be at least two feet wider than the ,roadway it serves. N7 2. The gates must be located.at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [1C� 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building'„ permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building—Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves - [ ] If Building Setback is Less Than 15 Feet Choose any 3`of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0t of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 FILE No.195 09/26 '02 11:15 ID:LONGFELLOW LUMBER CO. FAX:530 893 0140 PAGE 1/ 2 n oo t-4 0 et LA g (b 6S 00 0 1000 FLATGE 0 k, ... ...... .. FLATG A o BUTTE Cu-"q'Urmq'TY BUILDING DEPARTMENT ow I'm t AUG.26.2002 3:54PM MITEK INDUSTRIES NO.448 P.1 o ruse Trussrypo Qty ialy DEFL In (loo) Vdd PLATES GRIP TCLL 20.0 Plates Increase R73a90201 MONT0828 Al SCISSORS 15 1 I TOOL 10.0 Lumber Increase MS SC 0.70 Vert -0.65 9 o tional J rvlij�lvnu•• �u..,uv, „ Ii 1Yw, V„IW, Vv, vvvw-I -,v-. �,w 1 VI�1 O Irl 66YY61Y11Ii'il� IIIYYO111r.6, IIIV IY,YII I'1Yd 6V V0.VG�H•I WY6 fd�� 1 -2-0.0 CQ -2 12" } 17-0-14 I 24-0.0 26-0-0 2-0-0 6-8-z 8-3.14 5-a-14 "-2 2.0.0 - Scale =1:46.• IlJ C2 4x4 = 4 AAArm- 2.00 jig G•a-2 12-0-0 I' 174-14 i 1 240.0 6.8.2 5-3-14 5-2.14 8-a-2 - LOADING IPA SPACING 2-U CSI DEFL In (loo) Vdd PLATES GRIP TCLL 20.0 Plates Increase 1.16 TO 0.98 Vert LL)) -0.36 9 n15 M1120 220/195 TOOL 10.0 Lumber Increase MS SC 0.70 Vert -0.65 9 >440 BCLL 0.0 SCOL Rep Stress Iner YES WB 0.60 Hort TL 0.38 6 n/a 7.0 Code USC97/ANSI96 1 a LC LL Min Vdafl = 240 Weight, 92 Ib TOP BE 2 X 4 OF No.1-3 TORP CHORD Sheathed. BOT CHORD 2X 4 DF No,1-G BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS 2 X d OF Std -G REACTIONS (lb/siaa) 2=1008/0.3.8, 6=1006103.8 FORCES (lb) - First Load Case Only TOP CHOR 1-218, 2.3a�3699, 3.4=•26d1, d-5=•28a1.5-t3=X9699, 6•Te18 BOT CHORD 2.10=3541 9.10--3541.8.9=3541, 6.8=3641 WEBS 4.9=1351,:3.10=83, 5.8=83, 3-9=•990, 5r9--990 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 Ths truss has bean designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads per Table No. 16-B , UBC -97. 3 A plate rating reduction of 20% hes been applied fortha grean lumbar members. 4 Searingata 2. 6 considers parallel to grain value using ANSIRPI 1.1995 angle to groin formula. Building designer should van capacity of hearing surface. 6) This truss has been designed with ANSIfTPI 1.1995 critarie, LOAD CASE(S) Standard oS78 - SSC) of6 df-�o41 PIZ 11 I I I l i I -COUNTY OF BUTTE - DEPARTMENT, OF r g.,�OPfAI!WT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville-Caifornia 95965 • Telephone (530) 538-7541 PERMIT NO. 01-3041 ®PPI M -ATI DN AND PERMIT I :TONING BUILDING PERMIT ASSESSOR PARCEL NUMBER 058-580-016_—�: �- ELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER 768 13, 24 OG IKE MONTOYA — . OWNERS MAILING ADDRESS 10294 RED EYE RD YANKEE HILL 95965 r"EIEPHONE _8 ' CONTRACTOR'S NAME 1..872-8821 TWO FEATHERS CONST CONTRACTORS LWUNG ADDRESS 1001 WAGSTAFF PARADISE 9596 ---- CONSTRUCTION LENDER Fireplace --- LENDER'S MAILING ADDRESS Total Valuation i $ 1.3.S24.00 ARCHITECT OR ENGINEER i .!CENSE NO. Filing Fee $ 2 O.00 i Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 9 BuILpINCLADOPEsRED EYE, YANKEE HILL Energy Plan Checking Fee $ PERMIT FEE $ 27 2. 1. _ LOT NO. ?ARCEL MAP IS ION'S NAME i PLUMBING PERMIT Filing Fee 20.00 — Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water piping 15.00 SF ❑ Duplex ❑ Mobilehome ❑ Other GAR AU. 15.00 ,. SPECIFY �. Each gas water heater Of vent TYPE OF WORK Gas piping system t - 5 outlets 15.00 Building sewer 15.00 New ❑ Addition l✓` Remodel ❑ Utilities ❑ Installation ❑ Other Home bile S G W @2G. MooGT— REPALCE BURNED GARAGE FROM i'OE FIRE Describe Work: PERMIT FEE $ _ ELECTRICAL PERMIT Fling Fee 20.00 e00V oR Les 23.00 Main Service 200A OR LESS _. Main Service 200A TO 1000A 46.00 - LICENSED CONTRACTOR'S .^rARATION NEW CONST. ( DWELi1N0 OCCUP. 3.5¢F . ^r 8 ACC. BLDS. I hereby affirm under penalty of perjury that I am licensed undor prc ,isions of Chapter OR ADONS. N ONS . MULTI.OUTLET (c�7.50 9 (commencing with Section 7000) of Division 3 of the Businoso and 'rofessions Code, NON-RESID. and my license is in full force and effect. , t r POWER APPARATUS 8 SWOLE OUTLET CIR. License Class 2) 1 Lic. No. "�� I �,r EX. OCCU . OUTLET OR FIXTURES BAL ®1,�FIXTURESOWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the C z)ntractors License FLXEDAPPLNs.OR 5.00 Ex. Occup. OUTLETS REslo. EA Law for the following reason: Temporary Service 23.00 ❑ I, as owner of the property, or my employees with wages as their bole compensation, Mobile Home Facilities 20.00 will do the work, and the structure is not intended or offered :or sale. 23.00 ❑ I, as owner of the property, am exclusively contracting with li::aansed contractors Misc. Wiring to construct the project. - ❑ 1 am exempt under Sec. Business and Profes.,Ions Code for this PERMIT FEE $ reason WORKERS' COMPENSATION DECLARATIO*• MECHANICAL PERMIT Fling Fee 20. 0; - I hereby affirm under penalty of perjury one of the following decla.-lions: Heating ❑ 1 have and will maintain a certificate of consent to self-, n;ure for workers' Cooling_ compensation, as provided for by section 3700 of the L,door Code, for the Hood 6.50 performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as 'equired by Section Ventilation 3700 of the Labor Code, for the performance of work for which -,his permit is issued. My workers' compensation insurance Carrie( and policy number are: PERMIT FEPE S Carrier S'� "`cam t�i�-t w1 -M 1�r- _t- Mobile Home installation Fee $ Policy Number 2-94 - o t LkA!_: CD-L-16 (The above sections need not be completed H the permit is for wor of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) of the work for which this permit is issued, I shall OCC CONST. TYPE TOTAL FEE $ 299.33 -=M ❑ 1 certify that in the performance not employ any person in any manner so as to become subject to workers' ,1AZ. D. �� IMP FL000COF PARCELPo HD ISS compensation laws of California, and agree that If I should become subject to the -., workers' compensation provisions of section 3700 of the Lrtbor Code, I shall This permit is hereby issued under the applicable provision forth ith omply IDS rovisions. of the Butte County Code and/or Resolutions to do wor Date �_, indicated above for which fees have been paid. X Signature of Applican - ner ontractor ❑ Agent L An OSHA permit is required for excavations over 5'0" deep and deme lition or construction B Dat y of structures over 3 stories in height. .c �� _ ReceiptNo t���"I/�i�^ � �� - WHITE•D.D.S.-B.D. CA17ARY•ASSESSOR PINK -INSPECTOR GV' OD -APPLICANT PERMIT EXPIRES ON to 6�1 -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Cialifornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-3041 ASSESSOR PARCEL NUMBER 058-580-016 ZONING BUILDING PERMIT OWNER IKE MONTOYA TELEPHONE SO. FT. OCC. BUILDING VALUATION 11 824 00 OWNERS MAILING ADDRESS 10294 RED EYE RD YANKEE HILL 95965 CONTRACTOR'S NAME TWO FEATHERS CONST TELEPHONE 872-8821 CONTRACTORS MAILING ADDRESS 1001 WAGSTAFF PARADISE 95969 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 13 524.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.)0 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99, t' Bu'Lq'4"EsRED EYE, YANKEE HILL Energy Plan Checking Fee $ $ PERMIT FEE $272,48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGR SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe Work: REPALCE BURNED GARAGE FROM POE FIRE Gas piping systeT 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20 -CO Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�^ I 1 �� ,-�- license Class l Lic. No. ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. workers' compensation in rsnc and policy number are: Carrier Policy Number 22� - d 1 IW;a �() S(�Q1_q� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL employ any person In any manner so as to become subject to workers'FEES 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 Omply ' ose rovisions. X Date - D� Signature of Applican - ner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO ( S.3.50- 26 80 ORw corn . Mu o @7.50 NON-REs'D. POWER APPARATUS a SINGLE OUTLET c'R. .00 EX. OCCu OUTLET OR FIXTURES SAL O 1.50 Ex. Occu . o xur Ao .°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t •� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ FEE$ 299,33not LOCCHCONNST.YPE❑ IMP FLOOD 1 CDF I PARCEL I PO I HD SSJE This permit is hereby issued under the applicable provision: of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Dat - 'z PERMIT EXPIRES ON .2� ' Ito ReceiptNo. 2,77�"I/07^r-W T✓ WHITE-D.D.S.-B.D. CAWARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DE 7 COUNTY CENTER DRIVE - OROVILLE, 6 PMENT SERVICES - BUILDING DIVISION ZNIA 95965 - TELEPHONE (530) 538-7541 s PERMIT APPLICATION DATA SHEET OWNER: ` ,< " ro y/�. ASSESSOR PARCEL NUMBER:_ V -5-46- Proposed Building Use: QA- -A ilding Inspect©P Date: y At time of permit applica ton, I was advised the following data must be submitted prior to permit processing and/or issuance: t -- Date Received By ❑ 1. All items have been submitted............................................................................................................. 1 ❑ 2. Plot plans, 3/4 sets, signed by the'preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. ❑ 10. Fees of $........................................................................................................ ❑ 11. Impact Fees as shown on the attached schedule.................................................................................. 12. California Department of Forestry Plan Approval/Fees............................................................. ertificate.................................................................................................................. Flood Elevation Certificate, ........... ******** 4. Sanitation and Plot Plan Approval Environmental Health Department.......... 15. City of Chico Plumbing Permit............................................................................................................ ❑ 16. ❑ 17. Plot Plan and Business License Approval from the City of Biggs ....................................................... Planning Approval for (A) Use: © 1•C (B) Parking: ........... i ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage<CI4 gal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) 21. Contractor's License Information Number, Name Style, Classification �- ❑ 22. Workers' Compensation carrier and policy number............................................................ :................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. ❑ 24. Letter of Signature Authorization........................................................................................................ ; ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement................:............................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form. .0j ......................................... /a_1 .07 ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits . .......... ................................................................................ ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other .................... When .you issue the permit, process as follows: ❑ Mail to Owner, 001dKto Contractor. elephone��Z- $�1( and hold for pickup at offices ❑ Deliver with Inspector. Date: . 29'0/ Appl is Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Del Copy of Plans sent ❑ Health Department, ❑ Fire Department, 1. Index permit Application for the above items numbered: _ 2. Additional items required: Air Date: Date: By: By: ❑ Plan Check List Contractor, designer, owner, was advised of the above required d b• phone, ❑ mail, ❑ Building Division counter, By: #10V Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Yellow Copy - Department of Development Services - Building Division Plans reviewed by: Date: Note transfer by: Date: H V TO: FROM: SUBJECT: Owner Building Department Environmental Health Sanitation Clearance Plan Approved for: Sewage Dispos Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 E.E. USE Plot Plan AReehed Floor Plan Attached Sent to 8.0. 1-7-'�_/6'2- Location 6.1 Location AP# Water Supply: Public Private Wel 2-3--c--3 Z Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE- DETACHED ACCESSORY BUILDING CPN: ONE: c� BUILDING PMT. # OWNER: z fr_-0 -IJA AD Q VkOTN�� PHONE: '� 3 MAIL ADDRESS:.C7iC C7 6 Y jiQ 1� J �"�r�^i j,(_ a6 �Q SITE ADDRESS: o) 1 IrV . c `erns kms. N 1 LL, 6-A PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: �_ No: 2. Is the structure already built, under construction, or under notice of code violation? �, Yes: 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: K 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: x 9. Will this building be occupied at any time as a living area? Yes: No: 'Ile SITE CONDITIONS: �I 10. Is the structure foundation within 5' of septic tank or leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify existing access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: Yes: No: Yes: No: Yes: No: Yes: No: 14. Will this building have insulated floor, walls, or ceiling? _ Yes: No: 15. Will this building be heated or cooled? Yes No. jC 16 Will this building have awater closet/toilet? Yes: Nc:_ 17 Will this building have a sink? Yes. No: X 18 Will this building have a water heater? Yes No: 'k - 19 X19 What type of floor covering will the building have? f�,JPp� (\)C--/ Ce_�_ wl16 Kn S L 20 What type of wall covering will the building have? 11-N, TT -S 'f D6 ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building Wit require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. O`N�/AE DATE / O R'S SIGNATURE DA E FOR DEPARTMENTAL USE REVIEWED BY: C0MiiPAENTS: DATE: I I [:tiALU I I('nti. un: rn sse �RpE ESS/p q Jt CIV GENERAL STRUCTURAL NOTES 9lF0FC 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT 8. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 9. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 10. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO.23-II-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 11. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 12. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE IS ASSUMED TO BE 2000 PSI MIN. IN 28 DAYS. 13. REINFORCING STEEL IS ASSUMED TO CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 14. IN LIEU OF ADEQUATE NUMBER OR LOCATION OF EXISTING 1/2" DIA. A. BOLTS USE HILTI KWIK BOLT - II CONCRETE ANCHORS AND INSTALL PER ICBO REPORT NO. ER - 4627. NUMBER OF BOLTS, SIZES AND EMBEDMENT AS NOTED ON PLANS. SHEAR WALL PANEL SCHEDULE - "DELTA" SYMBOL ON PLANS 3/8" PLYWOOD CDX OR OSB OR 5/8" T 1-11 PLYWOOD SIDING WITH 8d @ 6"/12". 2 - 1/2" DIA. A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION PLATE. B. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. C. ALTERNATE TO 1/2" DIA. A. BOLTS - HILTI 1/2" DIA. KWIK BOLT - II W/ 3 1/2" EMBEDMENT INTO EXISTING CONCRETE FOOTING. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field' inspections will be made by the Butte County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure.continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space. provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [� 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius j r] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of verti'c31 curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�} 1273.05 Turnarounds. If required, will have a minimum turning r radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -1. �Y(oA r1Z)Y A (4F AP # PERMIT # NAME [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no. more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and' shall be within 50 feet of the.building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre aid larger shall provide a mini mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center. of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction' shall provide for the same practical effect. See, Other Requirements below. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including f chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and' construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r f'_.ial inspection of a building permit. Page 2 of 3 A 2. The gates must be located at least 30 feet from the, / roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic.lane II provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre aid larger shall provide a mini mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center. of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction' shall provide for the same practical effect. See, Other Requirements below. [� 1276.02 Disposal of Vegetation and Fuels. Disposal, including f chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and' construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r f'_.ial inspection of a building permit. Page 2 of 3 A ��- S8,- I AP # PERMIT # Other Requirements ftA/7-0YA-, (KE NAME [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof. - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: Metal or no doors on side toward property,line with insuffi- cient setback -.Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not -to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 LONGFE'L* LOW LUMBER CO. INC. ■ Quality -Truss Desig1 n ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue -Chico, CA 95928-7434 Customer: 1�� �c.u.�E Two F�►4-r�162s Address: ;?20 EvE 'IZo4a AP#: Job No: 2.1i x 3 2— Alpine Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 ICBO-ES Report 5352 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L.ONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of 'Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering 'for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been- plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. El Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. Q Do call Longfellow if you have questions or need additional information. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering . has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and. end -for -end orientation are correct. IIARI F f Nn nFTRII STRONGBACK (NAIL 10 LEDGER 12' D.C.) (BRACED AT 55' O.C.) -,, LEDGER (NAIL 10 VERTICAL 11/2-10d NAILS) 1111S nNG PRFPARFn FRGH rnHPI1TFR INPUT tlnAnS A nIHFNSInNS1 SIIRHITTFn nY TRIISS MFR_ (K) SPACING FOR H3 a 56.0' O.C. REFER TO SIIPSON CATALOG C-9411-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI OIRECTICN (PI) 12 1 I I (� (SI) /(M> BTP. BIP ME 6'O.0 MAX Im (PI 1 PEAK PLATE TO MATCH COMMI TRUSSES. (SI) SPLICE PLATE TO MATCH COMKON TRUSSES. (HI) HEEL PLATE 10 MATCH COMMON,TRUSSEI. (0) OPTION TO WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) TDENAILEO THRU CHORD INTO WEB 6 1112U VEB INTO CHORO ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI). (SI) 6 (HI) MUST BE PLATED. (G) GABLE ENO OESIGN BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. . • \ `, I I;UNLjUALR BRACED AT 55' O.C. (C) IX4 CONTIFI MIS LAIEPAL DPACIIIG FOP. BRACE (STRUNGBACK) MEMOEP. LONGER THAN 72'. ATTACH AT H1OPU1111 OF EACH GRACE W12 -0d CCMIHOU NAILS. 24' MAX MOTE: CHOROS TO DE 2X4 FIR -LARCH 42 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4+ 8-1-0 3x4• 13-6-0 OLITI-001:ER CRITERIA PLT TYP. Wave 7131-95\11 Design Criteria: TPI -95 O Q O O -;WARNING-- IROSS(S'NEOUTA( EXTREME CARE IM FABRICATION, MARBLING. SNIPPING. INSIALIISD AND BNACINO. NEFER 10 RIB•TI (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLA 11 INStlttll[. 687 D•ONOFIO ON.. SUITE 100. MADISON, NI 63119), FOR SAFETY PRACTICES PATON 10 O O PERFORMING (NESE FUNCTIONS. UNIISS OINENYISE INDICAIID. IOP CHORD SHALL HAVE PROPERLY ATTACHED Q Q f111VCTUAAL PANELS. BOUGH CHORD SHALL NAVE A PROPERLY ATTACHED A1010 CIELINO. '•IMPOR(ANT"• FURRISM A COPY OF THIS DESIGN TO INE INSIALLAT ION CONTRACTOR. ALPINE ENGINEER T 7-� IAODUCTS, IRC. SNAIL NOI BE NEStPONSIBLE FOR ANT DEVIATION FROM THIS OESIGN: ANY FAILURE JO O A LPINE, O BYII0 IN IAUSS[S IN CONF ORMANC( YI IA I►I: OR FABRICATING. HANDLING, SIIIPPIIG. INSIAl(At10N SN. BNACING OF INUSSEf. TRIS DESIGN CONFORMS WITH APPLICABLE PROYIf IONS OF 103 (NATIONAL DESIGN "ICIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPL ALPINE CONNICIORS ANE MAOI OF IOOA ASIM A86f 611]1 GALT. STEEL. EXCEPT AS NOTED. APPLY CONN(CIORS TO [ACM FACE OF IAVft. AND UNL(SS OI H61 If I CAICD ON IVIS Olsten, Position CONNECIORS PER (HAYING( 1)0. 160 AND LEO A•F, AN [NOIN[[N'L SEAL ON INIS OAAMINIIAFPII(S ONLY IO IFI( DESIGN O O O O OF 111[ INtl3S O[►IC 1[0 N[NI AND SNAIL 1101 B[ R[l.EO U►ON In ANY OIH[N YAT. 3.5' MAX. IYP. IIOICH B 24' D.C. 1.5' MAX.' 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGIIT BRACING 00 ) MAX. LENGTH W/ STRONGBACK OP.ACE (S) STANOAF.O 5-11-0 11-10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 82 7-9-0 15-6-0 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 TC LL 30.0 PSF REF R992 r y TC DL 15.0 PSF DATE 03/19/98 No. BC DL PSF olTw CDT 12 DC LL 0.0 PSF " Tk TOT.LD. 50.0 PSF SEON - 25458 J, IVIL.LI4�\� F DIIR . FAC . 1.15 FROM POC SPACING _ (RED1121-TWO FEATHERS - 24x32 - Al 24' COMN ) TOP CHORD 2x4 OF -L #1 Cq BOT CHORD 2x4 OF -L #1 C> WEBS 2x4.DF-L Standard t� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4= W3X8(A1) UX4 = W6 Ad (A I) A t- '&_8 �8-0-0 �2-0-0�1 1'2-0-0�1 12-0-0 i 12-0-0 _iSU"M DEPARTM 24-0-0 Over 2 Supports j APPROVED R=1386 W=5.5" R=1386 W=5.5" PLT TYP. Wave TPI -95 RDesign Criteria: TPI STD UBC Longr 'MARKING*' TRUSSES REQUIRE EXTREME CARE 1!1 FABRICATION, NANOLING, SHIPPING, IIISTAlL117G AND 89 Loren Avefenuellow, CLhivewnbeCA 95928 BRACING. REFER TO 1118.91 (HANDLING INSTALLING AILD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D•0110FRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SII ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CN0R0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGII TO THE IIISTALLAT1Oil CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL I10T BE RESPONSIBLE'FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO E BUILD THE TRUSSES 111 CONFORMANCE WITH TPI: OR FABRICATING, HAHOLIUG. SHIPPING, IIISTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RATIONAL DESIGII SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIO11) AILD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL. EXCEPT AS IIOTED. APPLY CONVECTORS TO EACH FACE OF TP US S. ANO UNLESS OTHERWISE LOCATED 017 TH15 OESIGV, POSITION CONVECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIODAL ENGINEERING Alpine Engineered Products, Inc. RESPOIISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII Sit WN. THE SUITABILITY AHO USE OF TII[S Sacramento, CA 95828 COIT1F0995175ECTITJCOLAR BUILOIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MP7TP W Exp 030-2002 Nov 21 2001 CIV11. OF CA0: CA i - - F Scale =.25" Ft. TC LL 33.5 PSF REF R427--35135 TC DL 10.0 PSF DATE 11/21/01 BC DL 7.0 PSF DRW CAUSR427 01325003 BC LL 0'.0 PSF CA -ENG LVT/GWH TOT.LD. 50.5 PSF SEON - 51372 DUR.FAC. 1.15 FROM GA SPACING 24.0" This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibility of the installer(builder, buildina contractor, licensed contractor, erector or erection contractor) to properly receive. un�oad. store. handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendation s to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading tecinical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wpm- ing will most likely result in serious personal injury or death or damage to structures. AWARN NG: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS`PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installe-. Thus, the Truss Plate Institute Inc. expressly disclaims any -esponsibility for damages arising from the use, application or reliance on the recommendations and information contained he-ein bybuilding designers, instalers, and others. Cc.pyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part (thereof must not be reproduced in any form without written permissior of the ipublisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumbe•. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in$accor- dance with design drawings prior to installation. ¢,`-tH10RUSS"ST0RAGE, A CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. '- N CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual truss°es. ,A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. JADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 3/12 1 8' 17 12 Over 24'- 42' 3/12 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer n - "cnr" n arr - �N" uGc-t"InC-rn Or3 !�,- �O �0 eC, qp �1J1 CQp Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I I Truss De th 2q or /ess ' -45° s 12 / —�3or 9 i greater B• \ /Z6 All lateral braces lapped &t least 2 trusses. Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment / Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 1 P I D(in) I 1 Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12' 1/4" 1 1' 24"' 1 2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW 1 L(in) 00i: 'L/200' L(ft) 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(In) ' Lesser of U200 or 2" L(ft) : 200" 1' 16.7' 250" 1-1/4' 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES, DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ \ 0 ,SOS diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ar�ss nes la-I'fo stability and must be duphc3te both ends of the truss system. �Bs) WARNING: Failuretofollow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle together and cause collapse if there is no diago- nalbraeng. Diagonal bracing should be nailed to the underside of the top chord when purlins are attac bed to the topside of the top chord. I5 T� 3p'(4es) asses 0. c. All lateral /� - braces lapped � at least two trusses. =45° End diagon la s are es ,Val for stability and must be dupll on both ends of the truss system__ Frame 5 30° or greater Continuous Top Chord —� Lateral Brace Required I 10'' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. .. TOP CHORD ' TOP CHORq UTAGONALBRACE' MINIMUM LATERAL BRACE SPACING (DB ': . SPAN DEPTH SPACING(I Bs) #trusses a SP.iDF :! SPF U to 32' 30" 8' 16 10 Over 32' - 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ \ 0 ,SOS diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ar�ss nes la-I'fo stability and must be duphc3te both ends of the truss system. �Bs) WARNING: Failuretofollow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle together and cause collapse if there is no diago- nalbraeng. Diagonal bracing should be nailed to the underside of the top chord when purlins are attac bed to the topside of the top chord. I5 T� 3p'(4es) asses 0. c. All lateral /� - braces lapped � at least two trusses. =45° End diagon la s are es ,Val for stability and must be dupll on both ends of the truss system__ Frame 5 30° or greater Continuous Top Chord —� Lateral Brace Required I 10'' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Tag Line WARNING: Do not attach cables, chains, or m WARNING: Do not lift single trusses with spans hooks to the web members. 11 A greater than 30' by the peak. /60* 60' orless or less i- -I Approximately Approximately Tag 1/2 truss length 1/z truss length Line Truss spans less than 30'. L'Iff' Spreader Bar Toe In Spreader Bar Approximately 1/2 to 2/a truss length Less than or equal to 60' Tag Line i. 10 ; the lifting device until the ends of the A Approximately truss are securely fastened and tempo- Y., to 3/, truss length rary bracing is installed. Greater than 60' Less lnan or equal io bu- Tag Line At or above mid -height Tag Tag Line Line CAUTION: Temporary bracing shown In this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND B'RACIN;G B'UILDfNG LNTERIOR � Frame 2 Typical horizontal tie member with multiple stakes (HT) �fruss of braced oup of trusses (Ea) Ing devices should be connected to the truss top chord with a closed-loop StrongbacI0J attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, to Toe In etc. of sufficient strength carry the weight of the truss. Each truss should be set In proper position per the building \ designer's framing plan and held with Tag Line i. 10 ; the lifting device until the ends of the A Approximately truss are securely fastened and tempo- Y., to 3/, truss length rary bracing is installed. Greater than 60' Less lnan or equal io bu- Tag Line At or above mid -height Tag Tag Line Line CAUTION: Temporary bracing shown In this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND B'RACIN;G B'UILDfNG LNTERIOR � Frame 2 Typical horizontal tie member with multiple stakes (HT) �fruss of braced oup of trusses (Ea) -+pchorda th al we laterally braced can bsckle P kadtherandcsrse ollapsefftherelenod'ago- rad bracing. D7,,agv®1 bracing should be no lied tslke underei3e of the top chord when purine are attached to ff-e •opside of the top choci. 11 Over 32'- 48' t 4/12 1 6' 10 7 11 Over 48' - 60' 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I lu Continuous Top Chord LA braces Lateral Brace least 2 Required �— 10' or Greater I Attachment Required of fess 32 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ' DF - Douglas Fir --arch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Cont`nuous -cp Chord Lateral BracE —� All lateral braces Required lapped at least 2 �— trusses. 10° or Greater Aftachment Required ITop chords that are laterally braced can buckle I� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed / 1 to the underside of the top chord when purlins I 45° are attached to the topside of the top chord. II SCISSORS TRUSS �� II Frame 3 TOP CHORD ' NINLMUM TGP CHORD DIAGONALBRACE . PITG,H LATERAL BRACE SPACING (DBS SCAN DIFFERENCESFA'CING(LBg) # trusses] :.. SP`:DF .:SPF HF IJoto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' ! 3.0 1 5' 5 3 ever 60' See a registered professional engineer ' DF - Douglas Fir --arch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Cont`nuous -cp Chord Lateral BracE —� All lateral braces Required lapped at least 2 �— trusses. 10° or Greater Aftachment Required ITop chords that are laterally braced can buckle I� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed / 1 to the underside of the top chord when purlins I 45° are attached to the topside of the top chord. II SCISSORS TRUSS �� II Frame 3 12 —� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. -" All lateral braces lapped at least 2 trusses. e WARNING: Failure to follow these recommendations could result in e cnmcnrn nnr�nn�l inil Irl, i nr AOMOO n fn fr.1 nr hnnn ilrll Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE; MINIMUMLATERAL BRACE SPACING (DBS SPAN PITCH SPACING(M[ow # trusses] Up to 32' 4/12 15' 20 is Over 32'_ 48'1 4/12 15' 10 7 Over 48' - 60' 1 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. -" All lateral braces lapped at least 2 trusses. e WARNING: Failure to follow these recommendations could result in e cnmcnrn nnr�nn�l inil Irl, i nr AOMOO n fn fr.1 nr hnnn ilrll Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 "s ®•�•R��• ffifffiw F.� O f 3 47.78 ACt l36 . — VISTA . 34 AC N 0 i1 1 _300 �s8 Asa I� OVERHANGSSTRUCTURES AND EQ SM. +E CLE CLEAR �4LL ELl1DONO A SET ®ACI( OF ?60 3 D --,�_. FT, FREIVT y. F7: FROA9 THE THE SIDE AND -° FRO REAR PRO 'ER S(:ajL, ��0� F s7 R C HE Es AD CENT REIN TY LIRAS AND `AVE UR APsD EQ PANT LL ®E O VERRANp• EXCEPT D3T V 16 .15 AC 10 bUnE AC IL.DINQ ARS 1-440-03 A.-Pp VE WPI ( >6 +P AC G� REVIEWED BY � BUTTE CO. FIRE DE CALIF. DEPT. of FORE., RY ❑ approved as submitte approved with conditio s �� per attache sh et. � 1 `�a, p/ C IN signature re s 86-4-57-1 NOTES RESIDENTIAL PERMIT NO. MCUTO-M - WUCkCJU l i A BA F) xTU2��,=2 HCA [W tr Jam. SPECIAL CONDITIONS • CHECKED BY SRA, 'FLOOD CERTIFICATE REQ. FIRE SPRINKLERS --REQ. SPECIAL INSPECTION ITEMS VERIFY .-USE PERM ITCONDITIONS SUB -STANDARD HOUSING LETTER 4 JOB FINALED (D Signature I t • v S i Jam. SPECIAL CONDITIONS • CHECKED BY SRA, 'FLOOD CERTIFICATE REQ. FIRE SPRINKLERS --REQ. SPECIAL INSPECTION ITEMS VERIFY .-USE PERM ITCONDITIONS SUB -STANDARD HOUSING LETTER 4 JOB FINALED (D Signature I J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs-Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Plumb.; Cir. Test -Water Supply Test 7. Well Clearance & Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors 5. 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 #'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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14, Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 82. `Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes Cl No/Walks 0 Yes 0 No/Planters O Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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- Purl in -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 0 Yes Cl No/Walks 0 Yes 0 No/Planters O Yes O 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: BUTTE,COUNTY DEPARTMENT OF DOELOOMENT 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 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 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the 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 signed statement that he or she is licensed pursuant to the provisions of 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 she is exempt therefrom and the basis for the alleged exemption. Any 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 such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with 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, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I aam�Exempt 'under Article(�3 of the Business and Professions Code Date: 3 -Ll -D0 Owner: 11 L�ILI WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: PERMIT NO. BP040614 Issued Date: 03/04/2004 APN: 058-580-016-000 Site Address: 10294 RED EYE RD CON Map Index: Description: 3�IX�Tp �R�EC WATER HEATER IC Owner: MONTOYA-KRUGER JULIA P O BOX 4060 YANKEE HILL, CA 95965 Applicant: MONTOYA-KRUGER JULIA Contractor: License #: Architect: Engineer: 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, 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. Date: 3 — Q — o " I Applicant: � {A! WARNING: Failure to secure workers' 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 I hereby affirm that there is a construction lending agency for the Re� performance of the work for which this permit is issued (Sec 3097 Civ.) Address: ' PERMIT is hereby issued under the applicable provisions of the Butte County Code and/or to work i i R d above for which fees have been paid. - Date• ,FIR ES ON: 1 G_ ❑ I 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 Butte County to enter upon the above mentioned property for inspection purposes. _ , -91 Vf• Date:_3 _ 13(Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 2 �u b d ARC 4 NO. C 16334 (jam wq 13470 CIRSY CREEK ROAD YANKEE HILL. CA 95965 (530)533-8626 NOM These parcets are for assessment only and nay not constitute lege! �9 071 T.21N, RAE. M.D.B.&M. %m ,46 HILL CA - p :HaPi . W Y - REVIEWED 3-U L/ P) `;� _ ._. s�pr_►_c_ BUTTE CO, FIRE DEPT. IA's �1/ELi3 TP�►vk CALIF. DEPT. of FORESTRY' 3 r 4 ('4o q P y �[] approved as submitt6d ],approved with conditions 0�\Jsf OA -PACE �i p r attached heel./!�19 � j Data -ALL STRUCTURES AND QUIPMENT INCLUDING. OVERHANGS SHALL BE CL , R OF ALL EASEMENTS. Cp . '30- FROM THE SIDE AND I �u A SET- BACK OF ia'r t'XS --L� . FRO��I THE RE . PROPERTY LINES AND ! �b �� S� FROM THE ROA CENTERLINE SHALL BE BUTTEOO T Ti CLEa _ v CI • S-TRUCTURES A D EOUIPMENT EXCEP] coo A 2 � T. I AVE OVERHA Q WILDING DEPARTMENT , I I a MEN FAM 5 ISO ROOM= 'MM hillam No ila-m—Wim ilel 0 Lol M Lq ' u • � 23o�i i - �; s _— 55--1 C _TIL J-:-�- CY '� 3� . Zo. •$� � �--! - � `' .'. `. _ _....' � ,: � ... �.� _ —ice N S TY p Ct i=ce A. ,gyp _► / i �X ib i�VWM C 16_3, ®ate s X040 P90 G :E ONOHO' A HITE T U T `UUP ��� 3Z�— ON BRLDING '�� O�C'lRB1( CREEK ROAD ,v�YgN HILL. CA 95965 Pc(530 33-8626 - F _I u �A7 0 NO. C16334 0-1 ®VI�� � �A HITE T 13470 OREN CREEK ROAD + , YANKEE HIL, CA 95965 (530)533-8626 5-1 - �:=Por_ { { P- �� �A7 0 NO. C16334 0-1 ®VI�� � �A HITE T 13470 OREN CREEK ROAD + , YANKEE HIL, CA 95965 (530)533-8626 5-1 — --- -------- por all A.,Do NO. C 16334 1p L0Ll\&E-, 14"?( -M4 51//?5,001 #'11 W 13470 CIRBY CREEK ROAD YANKEE HILL, CA 95965 (530)533-8626 - I-110 � T, IL . ............... lf IZ L T '. .. �- r).F CJ 13470 CIRITY CREEK ROAD YANKEE HILL, CA 9596 (530)533-8626 I r-----------------°— ------ 56 18'6 i 3M 5040 4 (!° ):� . 4��x4�� Ent Entry,- �� �� '- 4x6 Header - - - - - �. 2x4x96" walls with studs Q 16"o.c. �1 5/8 Plywood I Siding I I Engineered. Trusses I 4 x6, o �� 4 If I �" Header. 24 o.C. I Note: _ I I _ N (A) _4' Braced Wall Painel..i'.�:. 'N 5/8" T1-11. nailed @ 6" o.c. _ \ edges & 12" o.c.' field (A) I I I \ � Cn �-- North j i ' / Electrical Paned . Garage 4 �x 10 Heade I— Overhead Door Q" 4"x6" Heade (A) I �� _.� 5040 (A) 12' 12'Irw -1 ---- ---------=----- ---=-------- -- ---� � 24' Scale: 1/4"-l' 20Yr. Composition Shingles over 15# Felt Paper onJ/2" OSB over _Engineered Tnisses 24" o.c. 12 4 ITME ENGINEERVSEAL AND SIGNATURE ON THEM. DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINED IN THE STRUCTURAL CALCULATIONS ONLY CONSTRUCTION DETAILS AND ASSEMBLIES NOT SPECIFICALLY DETAILED ON THE APPROVED DRAWINGS ARE THE SOLE RESPONSIBILITY OF THE BUILDER. STRUCTURAL CHANGES REQUIRE REVIEW AND APPROVAL BY THE ENGINEER 5/8" Plywood Siding / Trim PC E 32434 Reg. Expires 12 - 31 - 2004 oQ�pFESS/ON�I 2"x4" Studs -16" O.C.CD Uj No. 324 rn sf CIV gTFOF raUF�� 2- 1/2 x1 0" 1/2"x10" Rnd. "J" Holddown Bolts 6' o. c. v w. 0. 4" Concrete — — 2" Sand'I Vapor Baine 1 „ # 4 Reb O 2"dBLqDM Grade UUTT E DEPAMu APPROVED I w PLANNING DIVISION -BUILDING APPROVAL Use: — —Date: Parking: Landscaping: Other: Signaturb:' 9 F601 NMD These parcels we for assessment only and may not constItite 1eqd I 59 HILL 2315 AC Z RQAD 7 62 7 JPM�36-96 r 81 10 3 ti 4.20 AC 38 7 57.72 ACI 56-59 AC 179 19"9 1205816 83 ISMIAC 84 138 7 85 2&00 AC 62.84 Xt, ACt 3 48 28.49 AC F63 10 99 100 533 AC Z-4 F75A AC 68 80M AC 6300 AC & n T.21N, RAE. M.D.B.&M. E 60 61 60 61 U 50 ACt ACA 10 ACt @ 3 59 47.78 ACt U ACt t ACt6a !A� ACt 42M 'ete Nt4N, 36 �4W-Z�: — - VISTA, 2U10 AC 14U4 AC 20A AC 3 16 38.45 AC PH 169-37 S AyY Y, O6. u' Rik 29.95 6457 AC N 184151-50 AC 29' �001 i64 ls2r 5913 AC F -51 ItzIn go 14n90 SnW47E 2) S AC 137 97.15 AC SAE; 135-4-70-03 02� 273.47 AC RS. 1431-52 (--*,% 2nnft� A] boom -Soo o�� - Oma$ � 1 � w 30of ROVED AFiROVED Butte County .nv-irohmental Health 1J 16 D te I'm wwlw%lw MW AC wd I 40po�s 10k• c ­ ;;Pop 10 I -VU � WTTE =040?v OUILDING DEPARTMO, j tu, i I 'd Cf) RECEIVED NOV 2 0 2001 BUTTE COUNTY BUILDING DIVISION � s. is 'i • c/v �7 � � �� RECEIVED NOV 2 0 2001 BUTTE COUNTY BUILDING DIVISION r-- — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — I 5'6 — 18'6 I 3068 5d40 -T (�S dii `jiiV I 4 x4 Entry11 I 11 11 1 4x6 Header 2x4x96" walls with studs 1691o.c. I \ I 5/8"Plywood i , I Overhead Door Siding Engineered Trusses I 4"x10" co 24" O.C. i / I Header ry Note: B�aced,.WaII:Pa�nelw/ — — — — — — 5, /8Tz1,"-11naile"d[@16 -edges-&- 12" o-.c:leld� I Butte County I n. cmvironmental Health �— North ----------------- Date ��- Date I _ _ _ Electrical Paner/ Garage I , I 4"x6" Heade o I I I �I 4"x6" Heade I I � 4"x4" (AE) I Entry I 5040 Scaler 1/4"-l' U 3068 wp 121 el 20Yr. Composition Shingles over 4 Siding / Trim Holddown Bolts 6' o.c. l