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041-640-013
` NOTES i + PERMIT NO. !s:6_4= l;v6,r, (5 e SL=�c CD4X: t "W,�lrw I 161j, f 006 r RESIDENTIAL 041-640-013 �- -- - Rlk„L FRgNS 03-0763' SUNVIEW RD, PARADISE Cont: OWNER NSF SPECIAL CONDITIONS �C i CHECKED y BY SRA FLOOD CERTIFICAT REQ. FIRE SPRINKLERS RE SPECIAL INSPECTION ITEMS VERIFY ! USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4r .9r;aQ rill Gsy5�� 1` OFFICE COPY Address I GAS Ilj U N ' Meter By Date y ELECTRIC Meter By Date Y i 1 , JOB FINALED (Date) e ` Signature An__� 2n.=� J=OK 0 = Not OK abte . = otReady MOBILE HOMES . . Date_ MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs-Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. 7. Well Clearance & Disconnect 8. 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/0 -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 3. 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 / /'7 i I;2!Ft , Main; Soils-Elec. Grnd.-/ /" Ftg. Depth ,cg%'4tg,fGarage; Soils Steel -Flet. Grnd. / /" Ftg. Depth . �, Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped &a -'Hold Downs and Special Anchors 7. Slab, Steel -Wrapped .B -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 PLUIN46 ING (Permit) OK except #'s 1 ater Htr.; Vent -Access -Combustion Air Baffle 1W er Pipe; Test & Anchor -Nail Protection W V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date K Card B-1 ,00'Y . Date Card B-1 Date V'/Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s A44ixture & Transformer Clearance -Ins. Protection 25 )Elec. Receptacles SDacina-Liahts & Switches at Doors Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ ",TSAr AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes Q No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date } Card B-1 C+-_� Date Card B-1 Date L ICard B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s X.C. Ducts Insulation & Support 3' ent Fan, Exhaust above insulation 3 Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access Platform if Furnace in Attic Date \A ()j 0 Card B-1 Date Card B-1 Date I Card B-1 Date Card B-1 Date FR81MING (Permit) OK except #'s 4f. Sills Proper Materials & Anchors 42 Walls Studs -Nailing Spacing & Braces -Plates -Sound 4. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs has Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) J7,,, -Hangers- Post Caps -Anchors -Connectors 4PjEling. Joist-Rftr. Ties- Purlin-Roll Brac.-Tr -Shting.-Rtng. 4V Fireplace Ties or Type A Flue -Fireplace Throat Clearance qKjAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . B rm. Windows or Exiting Doors -Sill Ht. mensions Vx"Garage Fire Protection Framing -RC C nel z, `'J 53. Property Line Firewall & Openings 50 Ext. Doors -One 3' -Check Garaae 3rd Storv. 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 67!7 ing-Nailing Veneer I/, Sco Mesh -Drip Screed -Fd. Vents-Underflr. Access ., 5 Glatino Area -Glass Protection-Skvliahts-Plastic Interior/Exterior Wall Panels 6$' Infiltration-Walls-WVdows Date ( Date Card B-1 Date Card B-1 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 -Meth. 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 Looked under Floor O Yes _/Clearance 81. Following Instld./Drive D Yes D NoMalks O Yes O No/Planters D Yes a No 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. Correction rom Pr vious Inspections 1'` y 92. Gas T etepr1agged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval $4. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date • Card B-1 Date Card B-1 Comments at Final: Manufacturer' Insulation Fact Sheet ^ . CertainTeed Cli This is CertainTeed Corporation In$uNfe 4 Fiber Glass Blowing Insulation CertainTeed Corporation ` P.O. Box 860 Valley Forge, PA 19482 1 THERMAL PERFORMANCE -HORIZONTAL OPEN BLOW The following thermal performances are'achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application:i , R -VALUE BAGS PERS 1000 SQ. FT. I( MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of"net area: Contents of bag should not cover ' more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 i 0.800 18'/2 44 26.4 38 + 0.712 163/4 38 22.8 44 ( 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 76 ( 0.353 9 19 11.1 90 ti 0.301 73/4 13 7.7 129 0.209 572 11 6.6 151 t 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.), Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 f 0.484 31/8 14 1 17.3 1 58 0.467 3'/2 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. i To get the marked R -Value, itis essential that this insulation be installed properly. CertainTeed M � Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation CL.jp/e. Homeowner Nam2.bsite Name e A dress P %I'-- Installer/Contractor (sign) Comparf7Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'h 22 13.1 76 0.353 9 19 - 11.1 90 0.301 73/4 13 7.7 129 0.209 5'/2 11 6.6 151 0.179 43/4 o THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. ~ DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE ✓) BAGS USED BAITS/ROLLS (✓) CEILINGS / WALLS FLOORS o THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. ~ DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Ciroville, California 95965 • Telephone (530) 538-7546 5._SIT 5 (Rev. 12/96) APPLICATION AND PERMIT U '! .- ASSESSOR PARCEL NUMBER 041-640-013 ZONING PUD BUILDING PERMIT OWNER Rikkelman Frans 514-0370 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2863 R 154 602.00 . OWNERS MAILING ADDRESS 58 Brenda D 624 0 4J 8.00 CONTRACTOR'S NAME owner TELEPHONE 68 C 884.00 812 U 14.616.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1500..00 LENDER'S MAILING ADDRESS Total Valuation $ 175,970,00 ARCHITECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee $ 398.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $584.03 BUILDING ADDRESSEnergy 3632 Plan Checking Fee $ 93,00 PERMIT FEE $1525.53 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 4 7.00 8 . 00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.001 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3 bdr-m/w/ garage Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oa 'ss 23.00 _23_0.()_ LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Mein Service 200A TO /000A 46.00 NEW CONST. DWELLING OCCU" SO OR ADDNS. ( a ACC. BLAS. 19 (�3 w plO"�'"ESID MULTI -OUTLET ., CIRCUITS @7,50 a PSINOWGLEER APPARATUS OUTLET CIR. OUTLET OR FIXTURES Ex. Occup. BAL @ I:50 Ex. Occup. oF"L�eEo�A R� OFA_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $171.63 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.) 14 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' compensa n laws of Cal' ornia, and agree that if I should become subject to the workers' 'p 'on/provisions of section 3700 of the Labor Code, I shall f rthwi ly h e provisions. n, XDate 1 SignaturApplicant - 5r Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatio over 60" de7 and de olition construcorL� of structures over 3 storie in height. tl� MECHANICAL PERMIT Filing Fee 20.00 Heating 0.00 Cooling 5.00 Hood 6.50 6.50 Ventilation 4.50 8.50 as fire place 5.00 PERMIT FEt $104.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 1 9A) corsT. OTAL FEE $ 202 .66 le HAZ. D IMP o COF PAR PD D suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic ted -above for which fees ave been paid. B Date 3 03 PERMIT EXPIRES Dele Receipt No. .$ WHITE-D.D.S.-B.D. C ARY-ASSESS PINK-INqFCTOR GOL OD -APPLICANT �-i ` � •a;.%•,,,,;,n;a::Jr�` :c,�iu'y".�;n.ti,;'�`.r,�'.'�"'_ '`'- "`�'�"'.."`.' ;`iN.., .., . � T' :�;'",r"„-:F,j�c! J �^� _.•w �-;...-.... • m ,c ' "-:COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1' /� � �"���' r W • Y ASSESSOR PARCEL NUMBER V �l y (% t D� O( Proposed Building Use: !:._ Counter Technician: Date: Items required in order to apply`lo`r a�permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans,.3 or 4 sets, signed by the'preparer of the plans. J�/2. Completeplans, 3 or 4 sets, signed by the preparer of the plans. ' f�]` 4. Engineered plans„3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. W4. Engineered trussAetails and layouts in duplicate. No faxes!, n.; Energy compliance'design and supporting documentation in duplicate. a ❑ 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: yn. ❑ T. Mel il•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 en ineer. ;Items required for.. initial plan review: If checked items have not been received, plan review cannot proceed. The permit wilt be indexed and returned to the plan review line-up when required items are received. = Date Received By ❑ ,8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9, Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner.' ................................... ❑ 12.• Hazardous Material Form............................................................................... ❑ U.” Other Remai g items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 'J I 15: l tement of Intent for Non -heated and A/C Buildings ............... ,.. _. I'l 6. Sanitation and plot plan approval from the Environmental Health Department in �f%G 3 /1i1S� ❑ 17. City of Chico Plumbing permit ...................... S ... .............................. • 8:: California Department of Forestry plan approval i.d.ent by: ,. n � ❑ 19s: Planning approval for (A) Use: o• )L (B)Parking: 1 (C) Parcel Check: Y. ❑ 20: Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21: Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22.1. Pre -Inspection for required ................ ❑ 23!.Xontractor's license information. (Number, Name Style, Classification)...... ................. ❑ 24.; Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25 �0ner-Builder Verification (❑ Given to owner, ❑Mailed to owner) ..................... 26%.Letter of Signature authorization.................................................................... c i 7 Recorded copy of Agricultural Acknowledgment Statement .................................... .,; Y 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 inforiped9f th fdi,#v/#ei�s and requirements for obtaining a building permit. a Applicant: `” Date: %3' 1. Index permit application for the above items numbered: YN M-44vi Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ couter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: - Date: Q3 Structural approved by: Date: 3 103 Note transfer by: Date: Yellow: Building Dfvision f i. . A TO: Building FROM: Eiron SUBJECT: Snvtati� E.H. USE C LY Fiat Plan Aztec ad FZooa Plan Attached ' nt Clearance -- �— /�l.u.nnr Location APif NOTE: Envi(onmental Health Specialist 8/96 �!D 11)03 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # o 7/ 6 0/ PROPOSE • BUILDING USE " DATE —3 —17— rCEIPT #1. BUILDING PERMIT FEES Q Balance Due ....................... $ 0 Additional Fees Due .................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES,�e— (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) 6� Q Residential ............` ........ _�x $360.00 = $ � :-A 1 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES /$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I w dvise the above fees are required'to be paid prior to issuance of the building permit. These fees. may be changed during the pla ct 5�r9eess. Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) �3 School District A.P. Number ' Property Owner ,,,.,-1 t=11 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. V �� �Wo 0' Jurisdiction: City County Fars I0 --i r -K -p.1 rn alki Property Location/Address r ����11 Subdivision — M ` � C/9 Lot No. 45— .................................................................................................................. Residential Development Sq. Footage &_ J of Living �yMobile Home Addition/ `Supplemental to (Group R) :y. ��Y - - i. - ,. �:y w.� y NfCi'^�'•^1�. `$ yY :=V.j, i,'rw..+.!tl 11 ^Mlri III obil .h ?m .n t Units I Installatwn t Conversion- "Permit #"`%'fit '�" �' I •z- �� - — - i '(No foundation inspection ..action); Commercial/Industrial New Addition Building Department Representative t Identification No. (Street A (Floor Plans *reviewed by School District Personnel) Sq. Footage Date (Including Exterior Roofed Areas) 0.3 �- School District certifies lthat (Applicant) 37 7 3 (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ -~representing S . }: _ ; ate, f� �7-" c'gquare feet: —a... '- � { ..s; _� .. 8 2926 tj :- FULL MITIGATION $ School District Representative U Date i Paid by Check # ,,�)" Remarks: r` M v. j Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with I Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit ? you from challenging the imposition of the fees in any court action. k If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Supplemental Structural Calculations for Rikkelman Residence } Lot 45, Mountain Oaks Estates { Butte,County, CA i 6 1 t May 22, 2003 Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Wegener Engineering Project: Rikkelman Residence Date: Ma 22, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Lj T.1� . CA4 EGIL 3 �CT- L9 S� SIP OIL ��� la��o-►�� Nn 1 I Lve-- 10S 0U STtzzt"�; L�EL- Wegener Engineering Project: Rikkelman Residence Date:Ma 22, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Z. GH �� I-� Eh.�ETL - GiZ-,� � � Liv � ►��,�-�►'� , I^17'� VV T -R -Y L;, I,J�/I� �SiI-Cl �g( L94 t_ Imo, L, s � a� 11 1 Wegener Engineering Project: Rikkelman Residence Date: May 22, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: 47 �•rz,IzA �zz, ZE 1,. Ln �N � ' �'i t_• I-l� `��r rum Z la�S `1'-O LI -t 1 .4qb �r� � X 1 � O - O► ���2. TIS � l �j �Ls �n,E' �>r ►-� , c�F L-�� � �? j� � o ori ti '-� S c:F I C c::XDT T =10.51 K-175 VSE �' b t scz� ISS► fTi" w �� R �Z- T - I� ;�`� , vac -b' � x 1 S" ��� u �� 'tom XII S•jlsL►PS ; LY �O sq�I`:� '✓'rt��,,L3� t,�PJ�'G� Mark Wegener, PE Dead Load Live Load P.O. BOX 2493 Title Dsgnr: Job # Paradise, CA 95967 Description Date: 9:52AM, 23 MAY 03 Scope: Rev: 560100 User: 3.2002 NE Ver Engineering cerin Sot (c)1983�2002 ENERCALC Engineering Software Timber Column Design Page 1 Description , Truss Support Post (E1) c:\ec55\rikkelman.ecw:Calculations General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 4x6 Total Column Height 8.00 ft Le XX for Axial Rectangular Column Column Depth Load Duration Factor 1.00 8.00 ft Le YY for Axial 0.00 ft 5.50 in Width 3.50 in Fc 1,250.00 psi Fb Lu XX for Bending 8.00 ft Sawn } 875.00 psi E - Elastic Modulus 1,600 ksi 0.00 psi 0.00 psi Douglas Fir - Larch, No.2 F'bx : Allowable Axial Load Dead Load Live Load ShortTerm Load Eccentricity 0.000in 2,825.00 lbs 5,484.00 lbs 0.00 lbs Summary Column OK Using : 46, Width= 3.50in, Depth= 5.50in, Total Column Ht= 8.00ft DL+LL DL+LL+ST DL+ST fc : Compression 431.64 psi 431.64 psi 146.75 psi Fc: Allowable 1,011.80 psi 1,011.80 psi 1,011.80 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx : Allowable 1,129.23 psi 1,129.23 psi 1,129.23 psi Interaction Value 0.4266 0.4266 0.1450 Stress Details Fc: X -X 1,011.80 psi For Bending Stress Calcs... Fc: Y -Y 1,375.00 psi Max k'Lu / d 50.00 F'c : Allowable 1,011.80 psi Actual k'Lu/d 24.01 F'c:Allow' Load Dur Factor 1,011.80 psi Min. Allow k"Lu / d 11.00 F'bx 1,129.23 psi Cf:Bending 1.300 F'bx' Load Duration Factor 1,129.23 psi Rb : (Le d / b^2)A .5 8.905 For Axial Stress Calcs... Cf : Axial 1.100 Axial X -X k Lu / d 17.45 Axial Y -Y k Lu / d 0.00 SITE PLAN REVIEW APPLICATION Date: - ]'-7— C'� AP# ©H Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: 1 K P-, jj 3) A Owners Address: u S n..: L�1\J D A 1�5 Z_ G.) -a i G C7 Zr A `4f 5 9'1'6 - 6 39 C Telephone No.: r3 L-) -- () rj _? 0 Situs Address: S 0 A) V I LlJ Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling _ ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition' ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval r f Site Plan Stamped Approved.. •2 By Date 3 — i Page 1 °of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) R SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: ©57 S01— Index Date: 6-5-')b ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance F1 Variance - -------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit • ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ? C/ b Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 • • Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees. ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ No ❑ Yes ❑ No ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •------------------------------------------------------------------------------------------------------- Page 3 of 5 EM Subdivision Map/Parcel Man: Map Date of Recording: 1'�-_ `Z c� - Q}''1 Lot: L) ❑ Use Permit/Minor Use Permit Permit Number: Book: Date of Approval: Page: 6P Parcel Map/Subdivision Map/Use Permit Conditions is Comply with the following Conditions of Approval:e� N Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 • ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel.. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from'all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EJ Page 4 of 5 AND WHEN RECORDED MAIL TO: i BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such. inconvenience or discomfort from normal, necessary farm operations. A All that real property situate in the County of Butte, State of California, described as follows: State of California County of 1514 -HQ On before_me, personally appeared VQAJ personally known to me (or pFo*ed-to me on°the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hisser/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand nd official seal. 6 1, Signature eal: OOMM #I A.P.#0-11 '-G5"®— '51-o a • Y NOTARY PUR1riCfGRSUM COUP" -1U1�! ypp M 'P Stl� � AUG 23, 2�I�3—��35875 Recorded Official Records I REC FEE 13.00 I COPIES 3,00 County Of BUTTE j j CANDACE J. GRUBBS I Recorder j ROSEMARY DICKSON I Assistant I Cheryl 12:17PM 03 -Jun -2003 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such. inconvenience or discomfort from normal, necessary farm operations. A All that real property situate in the County of Butte, State of California, described as follows: State of California County of 1514 -HQ On before_me, personally appeared VQAJ personally known to me (or pFo*ed-to me on°the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hisser/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand nd official seal. 6 1, Signature eal: OOMM #I A.P.#0-11 '-G5"®— '51-o a • Y NOTARY PUR1riCfGRSUM COUP" -1U1�! ypp M 'P Stl� � AUG 23, Preliminary Report Description Order No. BU -196259-2 CH The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 45, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. APN 041-640-013-000 PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 910.00 FEET; THENCE SOUTH 000 00' 00" WEST, 1145.07 FEET TO CONTINUED Preliminary Report PARCEL III: CONTINUED Order No. BU -196259-2 CH THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 330 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71° 00' 00"; THENCE NORTH 750 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 190 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00° 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING.. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE. FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05' 47" WEST, 820.00 FEET; THENCE LEAVING. SAID WEST LINE SOUTH 900 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 090 27' 14" EAST, 269.26 FEET; THENCE NORTH 15° 00' 04" EAST, 391.45 FEET; THENCE NORTH 050 32' 19" EAST, 187.07 FEET; THENCE NORTH 33° 13' 45" EAST, 143.71 FEET; THENCE NORTH 680 49' 57" EAST, 201.63 FEET; THENCE NORTH 75° 48' 47" EAST, 151.14 FEET; THENCE SOUTH 810 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 340 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. F Structural Calculations for Rikkelman Residence Lot 45, Mountain Oaks Estates Butte County, CA f A February 19; 2003 D3 —O7C�3 BUTTE CGS H11" BUILDING A - pa 14 ' j3 s/9/°3 P. �. Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 0 Structural Calculations for Rikkelman Residence Lot 45, Mountain Oaks Estates Butte County, CA February 19, 2003 Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 is 1 1 1 1 1 lWegener Engineering I Project: Rikkelman Residence Date: Februa 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA IBy. mw Ch: Sht: I . ',�,i�iL• �ZZ.h-.1tiT� LL l��r�7 El C f�1�.Et`rri� 6-TEC,�-�NIDC� r � �� L��EIZ L• T=cS TL�✓� t� b I �� re►z. L-jt,nJE w►�- Ce= i .Ob-ry tS 1-21e�>� m I •I w 1: F 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t; 1 Wegener Engineering Project:. Rikkelman Residence Date: Februaty 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Z 1-IE� c,N,T ZA' lF �V, o L--) �. , Z o r—j `,fc 3 ZS 1-� ,} ;0za-) 14 � Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: tv Sht: i 1 1 1 1 Wegener Engineering mw Ch: Vv' I Sht: S L � �e � A -Aj, bL",,T5e. _ .s c.5 S,to - 4 4U) A 4 L� Nt-. , Lt;eL-To 6�"l^' tolsvt-� -Z C t5y5,c) 11 1 Wegener Engineering Location: lBV: mw Ch: kmJ ISM. S � �i I - kz�..,..F��... I.o�L•S�S�Ls.lo� . � ' ^ 3z� t �zCl 3CIi I) - .`111 k-IY`7 111o�-� SHvrGf T�rv�, Lra-vtN� I:�"5C1110 - .���i't, �/ t i AN�i�iUTL ►�r�L.1 `fin LIN% `'�� �x -,rvf -V�- I1:111 VA co �i %;,a C., 3 SNE�.t-7� d a B VJ�� Zl � *12- t o G 4 aG �/ t i AN�i�iUTL ►�r�L.1 `fin LIN% `'�� �x -,rvf -V�- I1:111 VA co �i %;,a C., 3 r Wegener Engineering ct: 1 L' LiMbN �EL�b E�1 C� Date:. tion: By: mw Ch: Shf: 'lo LitT� 41tu TA V o �� -n4 V's aL- 4i CAt-jE . -0 , I-Y60P-3 t-, LY7 5 15/S -� d Gj�J� GI N L1•w C Ai 0 C, 447� A\ ZQ- ►.v�t.�r-�ti.'� �'�..�Er,�tiorr I .°v1� � 17�% 15/S -� Wegener Engineering Project T -i Date: Februa fl, 2003 Location: By: mw Ch: Sht:'� CRIPPLE — '-OPENING OR END OF WALL 7 CONUW NUT HD PER PLA ROU AND GL /8x8' -O' CENTER 0 HD (BEND BAR AT CORNER LOCATIONS) 4x STUD (LION) W/ HOLDOWN PLYWD BOUNDARY SFE PIAN FOR ADDIIlONAL MFO WU M - FULL HFIM SM NC10R BODS HOIDOWN PER SCHEDULE HO5A Jx PF OF SILL PL HOIDOWN PER SCHEDULE (1)5/80 SSTB SSTBiO BL PL 7/8-0 SLAB 2- 4 WHER �f � ��� ";FDUNDAT*N //�g''�� AB SHHFAR 2 1/2 PER Six YYALLgSf ULE 2-7/80 FOUNDATION WALL PER PIMA 24 7/8' SSW PER PIAN YAW( HOLDOWN BOLLS BELT pm Ls SM NC10R BODS ALILOME UPLIFT HO5A H02A 2-5/n (1)5/80 12 5/8' SSTBiO 27T5� 7/8-0 H05A 2- 4 1 0 12 5K SSTB10 7/8'0 2 1/2 HOBA 2-7/80 1 7/8/ 24 7/8' SSW 5105] m FDBA J-7 1 1)7 0 24 7/8 557878 7400 VGC62 HD10A 4-7 1 7 '0 24 7/8' SSW 8540] tum tUBQ 10-16d 2D-5051 etcT 1 • 1 12 Me 24 7 I SSTBIB SSTB28 1 71 NOTE& 1. NSTALL SDEPSM TD`S PER MAMIFACNRWS WSIRUCIIOM WTB ANCHOR BOLTS AS WMM L �S DOS NOT�91dS=7E FOR $l. PLATE BOLT M 1 MMM EI®EDYOIT (LA) STARTS AT TOP OF FCWDATIOEL WEND FOOlM AS 1EGUM 70 WNTAN r IAK" WNQtETE ODV R AT BOTTOM OF FOUINA710N 4. ANCHOR BOLTS WAH UPSET 719EAW ARE NOT ALLOWED Q (DROWE _4R 1®!0 POST AT 05A. MA. H)" WK AND NDiM • rPR0Y1aEµN E ar MNDEW OONCRETE SIENWAL 7. MWIDE AN ADOITfONAL NUT AND WASHER BELOW 7NE KMDOMN. TYPICAL FOOTING REINFORCMG ANCHOR ROD AND CLEVIS SCHEDULE HD TYPE ANCHOR ROD 0 CLEVE N0. PIN 0 VGC • EI83ED11ENf HD2A 5/8'0 2 1/2 7/8'0 VGC62 12' HO5A 5 8'0 2 1/2 7/8-0 VGC62 12' HD64 7/8-0 2 1/2 7/8'0 VGC100 15' HDIIA 7/8'0 2 1/2 7/8'0 VGC10D 15' HDIOA 7/8'0 2 1/2 7/8"0 MOO 15" LrM 5/8'0 2 1/2 1 7/8'0 VGC62 12' n f • VGC HAMMER -IN ANCHOR SYSTEM BY SIMPSON STRONG -TIE. jQ INSTAL PER MANUFACTURER. INSTALLATION REQUIRES INSPECTION BY ENGINEER. ROD a CLEVE TOW70 9 'VVOC FNLO@t-IN ADHESIVE SYS EM 12' 12' \ PER SCHEDULE (2 PER HD-TYP) COMPETENT ROCK PINNING DETAIL 0 HOLDOWN SCALE: NTS 1 1 1 i 1 1 GRID SHEAR PANEL NUMBER UPLIFT DEMAND SIMPSON HOLDOWN HOLDOWN ALLOWABLE 1 2 - - - 3 320 LTT2OB 1750 2 4 2083 HD2A 2775 2.5 5 2539 HD2A 2775 3/4 6 2437 HD2A 2775 7 NOT USED 8 944 LTT20B 1750 5 9 262 LTT2OB 1750 10 1916 HD2A 2775 6 11 418 LTT20B 1750 12 190 LTT20B 1750 XX 13 3099 HD5A 3705 YY 14 3512 HD5A 3705 A 15 2060 HD2A 2775 16 1586 LTT20B 1750 B/C 17 3287 HD5A 3705 18 3685 HD5A 3705 19 3685 HD5A 3705 ZZ 20 2777 HD5A 4010 D 21 4851 HD6A 5105 E PERF. S.W. 3200 HD5A 3705 E.7 22 1241 LTT20B 1750 G/H, 23 4706 HD6A 5105 24 4706 HD6A 5105 25 4706 HD6A 5105 �/ Cir �u 411 ^ �i L1t.1_C•t-J m M, w M M, r- a N ON A,1 j ILII .0-,IIII L Il oill- Me m 1-1 .0,6 .9 ox ylar co D vHs V\11 C.1Z I C'. 0, L r- We'gener Engineering Project:, Rikkelman- Residence Date: February 19, 2003 ,Location: Lot 45, Mountain Oaks Estates, Butte County, CA lBy. mw Ch: I Sht: L:Z, I 4 1 Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: I Sht:..L3 JA Soc)Z - Z � u NET ��•� ���Z-OZ�� _ '�°` Zook j o zllz rr.. 4.15 z Z Asj Zo Z4,ll��.� JA Soc)Z - Z � u NET ��•� ���Z-OZ�� _ '�°` Zook j o zllz rr.. Wegener Engineering Project: Rikkelman Residence Date: February 9, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: L 1iTe�� `2-TZZI t DC" 1- oO" �wA> U -L -fj'L.t--j N'll El ZxLTI, So �Z ssS to - o I . 1, I I lWegener Engineering I Project: Rikkelman Residence Date: Februaryll9, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: LS (!�D� z 5- lO 21 SZ IO�,Io I�.G� Id - IS ZI,SZ t; 101,l, 14's .I�"7,d 'ZIA 5 11A-� 14,E 7,0-7;� 24,1u -�15 '�DkL, A,x�; � csi'tn•, 1001 K� � �,�0 Z tier LfftA e�- It— � —fir �TT�� >da Wegener Engineering Project: Rikkelman Residence Date: Februaty 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Llo I- 0ektAT S" 10. Zi.'�7, S 101,1 O olol. 5,5-11 ZI.'�z S 1 °o,� lo.C�'IZQ- l0 t •zo ZZc-1 4 5.0 C� 1 �o w •Z;'C'5 ZA .I i, SI -.1 10,C5 90A ,c' JA'J) I v'ZU ZZ Z.O 45.� 4.%,je 101 w Z S 7 .110 S. O 1"Z 0 0 4 � QT rn,- �o� � � ,� �.: 103A CD N2f- U'Fu 1 ' IIIA -41 d IJC�I uscr� CT ACCD i -►Z.&r 710L, 0� I- (zt , 3a CIA , � G L 1 1` 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 Wegener Engineering Project: Rikkelman Residence Date: Februa 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: kJ Sht: Lj Cx�l 1 =7 T-1 r,' L . w- -n-I �� • bollo lc� A 1 A L1L2C `217;D E @� tJ. ENv aF 7Zc500 C�Lr---2 S HEir�NT F� ncA 11 S ZZ�� 7,0 4 � �5 Lra lbs Wegener Engineering Project: Rikkelman Residence . Location: Lot 45, Mountain Oaks Estates, Butte County, CA Date: Fel Bv: mw Ch 19, 2003 Sht. L 1 1 F ener En ineerin g g g t: Rikkelman Residence Date: February1l19, 2003 rLocation: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: r ,) I Sht: C Wegener Engineering Project: Rikkelman Residence Date: Februa 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: IJ Sht: L.Io �TZ.IT7 'cx cHec,IL -tam w�t� E�� N -E �� HEI4V4T 4 o t05 ZI .1;7' Z FS olA \ - 14 ZI ,�Z S b 101.10 I I o� 1 Wegener Engineering Project: Rikkelman Residence Date: Februafy 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Ll I a Tz- k-R-CI7� HE1�NT �S-� ZI SZ S Flo I b I � -L.0 sc� I I Sam -0 o L �JC)4 -5,S N 3 z v A 1 1 1; 1 1 1 1 1 N Wegener Engineering Project: Rikkelman Residence Date: Februa 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: LIZ Imo' ,•i�raE oo►v� x�5 Z �TG� �t L �,.�� -T-W -FL-. ����( I►v��Et�Ttr�.� C�TZ--trJ -T*-"' Y� QAT--sit-i .S Cli e$ Zv I-51.1 -Lo z.o 4sl zo vz= NOT SVkdVj'0 45 S Z��Z 2ffo 17,-zp zz�I Y� QAT--sit-i .S Cli e$ Zv I-51.1 -Lo z.o 4sl zo vz= NOT SVkdVj'0 r. Wegener Engineering g Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: sht: L13 z N3) z � L J r � ; V IooU Z,S 0 ZCCC; LCnY �p TO LE M�Tr-\3 / �� ., I e / r Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Ljg >C7L.c.A,S 6JLtTj "G It�,Tp t'c�ce' �IAt M7 -s — lo' Uj v GSlto Ib AC-� L'T?7 �iJ z - L10 E A I"3L� �, (!, z;,TTm-?. Z.Y� USE 5nz1S (I r1N cILE "� e�� I(,- -FL.. (i til"ETZ+ "r L GtZ-� I HE, z,Kf y,f w1�N r� J zlSz I` )-11 . --L4-2.,� �Is,to IS -15 05�' � 1-Zo 06.0 14.c) z3s z4 .I Lo -� .s . � �a GO-}�. lo. l 1 1 1 1 1 1 1 1 1 Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By. mw Ch: Sht: L1� G��� Grp►-1ri�1E1� Z ado, lo.o U C MST VIZA, z -z�-►� �� u P F>l�A�x✓" I Ll `ice.` t�� �i ��u� • ,�� � t� int � CuSt 1Z� A 0 40 1 1 1 1 1 1 Wegener Engineering Project: Rikkelman Residence Location: Lot 45, Mountain Oaks Estates, Butte County, CA H ca b k -F w,�N S- ZI,SZ 45 `i z zo-1C5 15- Ilo ZZ`l�j I Zzq Z0,1� ZO 12: I`� t� `� l of S .v G u'`Z3.S 7A,�1� Date: Feb Bv: mw Ch: 19, 2003 Sht, Llb Z�T-A- ZX 0 �C-t � wy-4, 1�Lez, �r 1.4 a-. ' a G tT'?,f- -.) U I I I 1 I Wegener Engineering lProject: Rikkelman Residence jDate: February 19, 2003 1 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: I Sht: U1 I CC.*,l - lrj i AL Lj (LI 15 Row .4 )c -0, 10 17looc� Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Ll S fA ��q5 '' to I1a00 - fn I FAIT R- nc 16oc� 1 3 3� b I IOo T11,00 I`ol`j � 1pl 6"Z Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: LI01 • rUt,� ��ti � � � NEc��,: �Z1��' -iE�j�� �► t�'P .1�5� �k� GMS t c, I toX � �' �,,,1 �'`�I'I'��. • �� L� `���"� ' l01�'1� VAC G nns-("G Ilo �11� w � ���L�, N I -J/ Wegener Engineering Project: Rikkelman.Residence Date: Februa 9, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: ktJ I Sht: ►--Z-O 14Z� 2� -1 0 15�Z Z OZ�3� To err ,rte C�` - use C, An57C- Ito LYj s U�7G pG`�1� v� D �.JG�� ��-lQ�j 1 Z �j<= ems\ ✓ Wegener Engineering Project: Rikkelmah Residence Date: February,19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht. LZI HEiz,t�T I k STI C5 7.10 v zz �► �� jos��j � `�l v A � � Z two -Zlo� IZ�1 ss ' FN �r�z nc, —i �.,c, �� �o� ✓ 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 it Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA jBy. mw Ch: Sht: LZZ vWlfSCt� ��►� 14.5 1 -LA C) 4 7101 U 1 w Nei L3 t l( --F, San Z � halo tLry t v310 Njr- Ll Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA jBy. mw Ch: Sht: LZ� Lp N15 Ent c� I Z Z1� S 74 S U ,00lo Z Lo E' I -I s CDA ZS>3v IS,�j � ,00lo Z Lo CDA zz� ,cxA its- , co -L I to 1,S ,oZlo � I.o d - lo�iS 1 1 1 1 1 1 1 1 Wegener Engineering Project: Rikkelman Residence Date: February T19,2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: ht: L7_ o c�Z,l�l Lye 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 Ir, 1 LLZIo Mark Wegener, P.E. P.O. Box 2493 Paradise, CA 95967 Drag Truss Notes February 19, 2003 Project: Rikkelman Residence Truss Engineer: Design Assistance Contact: Monte Call Drag Truss Mark Drag Load Notes F21500# Align with wall for ST2215 strap G5.2 2500# Align with wall for DSC4-SDS3 strap M8.8 3000# Align with wall for DSC4-SDS3 strap B3 2000# Align with wall for DSC4-SDS3 strap L12.5 2500# Align with wall for DSC4-SDS3 strap Ll 1.5 2500# Align with wall for DSC4-SDS3 strap L9.6 3500# Align with wall for L70 connectors L7 4500# Align with wall for L70 connectors E1 1500# Align with wall for MSTA36 strap C2 1000# Align with wall for DSC4-SDS3 strap M2 1500# Align with wall for L70 connectors 1 1 1` 1 1 1 1 1 4 I 1 1 1 1 1 Wegener Engineering Project: Rikkelman Residence Date: February19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: L� f tAT6� 0- 1 Z''o c GUI JT I t 17 l KILL dFFyE:-� -I lam, ,.1. (z06,� Wegener Engineering Project: Rikkelman Residence Date: February 19, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA lBv. mw Ch:Sht:p? ZE7 , t-),t-�* ALL -18 •dba�l • fi Ilo� CA- It A- I I IN rrr \b d'Iz— Ike, c,5� nC) ooD Zl' r■ r Wegener Engineering pct: Rikkelman Residence Date: Februafy 19, 2003 tion: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Ye7G-r c32- 06(5 b d — �/C�l L bZ ►.� I nr7 I MARK WEGENER, F.E. Wegener Engineering P.O. Box 2493 Paradise, CA 95967 May 22, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Philo Hunt, P.E. Re: Building Permit Number 03-0763 Response to Plan Check Comments Dear Philo: Submitted herewith are the following: • 3 Building Plan Sets (Re -submittal) stamped and wet signed • .3 sets of Supplemental Structural Calculations stamped and wet signed Truss calculations previously submitted remain unchanged. In response to structural comments dated'May 19, 2003 (referenced above) please note the following: 1. Submitted plans containing engineering are stamped and wet signed by the engineer of record. 2. The 6' shear wall along grid 6 is so noted on sheet 1 per structural calculations. 3. The 7 foot shear wall in question is the east/west projected 10 foot . shear wall along grid ZZ. _ , 4. Shear wall along grid YY now extends to the roof diaphragm. New details 11 and 12 on S0.2 have been added. Drag truss M2 (1500#) is ok as is. 5. Shear transfer details have been revised and coordinated with truss design and architectural details. Section 3/S0.3 has been deleted along with its' reference on sheet 8. Page two Philo Hunt, P.E. Re: Building Permit Number 03-0763 y 6. Support posts have been added at truss reactions B4, E1, F2, L1, and XX1. 7. Header sizes over the exterior openings in the master bedroom and living room have been changed. See supplemental calculations. If you have any questions please feel free to contact me at (530) 873-7731. Sincerely, Mark Wegener Wegener Engiina Encl. Supplemental Structural Calculations for Rikkelman Residence Lot 45, Mountain Oaks Estates Butte County, CA May 22, 2003 R i Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Wegener Engineering Project: Rikkelman Residence Date: Ma Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: 2003 Sht: C,�S CI o�>�1,IS X03 I � CT- �i lex of Nei OIL olo�a �r�� LEr� latlo-,D,p Nc) I IJS /o STtZ�� JEL v Wegener Engineering Rikkelman Residence Lot 45, Mountain Oaks Estates, Butte County, CA Date: May 22, 2003 By: mw Ch: Sht: :. GH � ►-���� - �Z�i� � � Liv � n��-..��'� , L9 9 TIL:f - . `� L 0 Wegener Engineering - Project: Rikkelman Residence Date: ay 22, 2003 Location: Lot 45, Mountain Oaks Estates, Butte County, CA By: mw Ch: Sht: Lj i �1 1--��N �t� EG� �,�J✓-� �r�T I� PJ . r -n UN �i t<, �-lr; `� ►s'vt rum $100 �'-o �.u1 { c t,SE �'-b� Scz� IC�l— E E-It7511�SS�I�,o� s;UL 101 Ly Mark Wegener, PE Using : 4x6, Width= 3.50in, fc : Compression Fc: Allowable fbx : Flexural F'bx : Allowable Interaction Value Depth= 5.50in, DL+LL 431.64 psi 1,011.80 psi 0.00 psi 1,129.23 psi 0.4266 P.O. Box 2493 Title : Dsgnr: .lob # Date: 9:52AM, 23 MAY 03/ Paradise, CA 95967 • Description : � `A Fc: X -X Scope: For Bending Stress Calcs... Rev: 560100 Fc: Y -Y 1,375.00 psi User: KW0604973, Ver 5.6.0, 2 -Sep -2002 (c)1983.2002 ENERCALC Engineering Software Timber Column Design Page 1 Description Truss Support Post (E1) c:\ec55\rikkelman.ecw:Calculations General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 4x6 Rectangular Column Total Column Height 8.00 ft Le XX for Axial 8.00 It Column Depth Load Duration Factor 1.00 Le YY for Axial 0.00 ft 5.50 in Width Fc 1,250.00 psi Lu XX for Bending 8.00 ft 3.50 in Fb 875.00 psi Sawn E - Elastic Modulus 1,600 ksi - Douglas Fir - Larch, No.2 Cf : Axial Loads Axial X -X k Lu / d Dead Load Live Load Short Term Load Axial Load 2,825.00 lbs 5,484.00 lbs 0.00 lbs Eccentricity 0.000in Column OK Using : 4x6, Width= 3.50in, fc : Compression Fc: Allowable fbx : Flexural F'bx : Allowable Interaction Value Depth= 5.50in, DL+LL 431.64 psi 1,011.80 psi 0.00 psi 1,129.23 psi 0.4266 Total Column Ht= 8.00ft DL+LL+ST 431.64 psi 1,011.80 psi 0.00 psi 1,129.23 psi 0.4266 DL+ST 146.75 psi 1,011.80 psi 0.00 psi 1,129.23 psi 0.1450 Stress Details Fc: X -X 1,011.80 psi For Bending Stress Calcs... Fc: Y -Y 1,375.00 psi Max k'Lu / d 50.00 F'c : Allowable 1,011.80 psi Actual k'Lu/d 24.01 F'c:Allow' Load Dur Factor 1,011.80 psi Min. Allow k'Lu / d 11.00 F'bx 1,129.23 psi Cf:Bending 1.300 F'bxLoad Duration Factor 1,129.23 psi Rb: (Led/ b^2) ^.5 8.905 For Axial Stress Calcs... Cf : Axial 1.100 Axial X -X k Lu / d 17.45 Axial Y -Y k Lu / d 0.00 B i Y c Citi, IRS rz DEE PT. _ CALIF. Di rT. Lii MOMS to �e •�l( a�.Mnatura D"o C/ ASIGne••,-� S 'ONDD S 0`T�N fus-•:.�,'6 ey.s.�' i`��`i: N`id r4LL.L i0.. { ��a.�t.T h LY� •"�ti� �1 ..3 X46 ., � Fv.b::..•J'� F.+ ' OVER "M4�`05 SHALL ,i•: w. r `:c d r^" �.a � `..1+x.,3!;':>i°:�':.d`+. 0���3, a :'e nJ F"�I a aL$k Stir. e t e P PA NEL/ CUEAV IR! R11,171. A U 11 lei GOrll :A 12. F t !;�✓s;,Y,i: r �Yry >.ir - wGG Lr �+�V ei G I / S U � Ati O�+'� LO T 45 MoU NT F PROJECT PROCESSING RECORD Applicant: 1 1�� Kyl C IY-� Owner: A. P. #:Permit #: (9,3-07(o 3 Work Description: Date Description of Step or Status CA tlo KV2-/L3 -7 dcl REVIEW RESPONSE AIM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found oa the plans/calcs. ATTACH THLS FORM Tn a MDV nC VA110 nt Am oCUT ew r even ANJr% nrrrrrf.r ...r..� wr.�...�.......- OWNERS NAME - - - - - - -- - -- - - """ - V --A- ^"" vruuAnj%L rLAIYS. DATE: LOCATION ON PLANS/CALCS: z- D ASSESSORS PARCEL NUMBER PERMIT NUMBER 041-X40-0�� a - 0-7603 RESPONSE FOR PLAN CHECK LETTER DATED: 5"1C�-0-.Z;, PLAN CHECK 1 M # Y10COMMENTS: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # _. RESPONSE BY; D LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # !� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # .�57 RESPONSE BY: LOCATION ON PLANS/CALCS: T COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PL RE" VIEW RESPONSE FM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THiS FARM TA 6 rADV e%C V io of Apt oevrew i erren AM ser. r.....r� . OWNERS NAME --- - -- --- --- -- --, - - •,••••••••••.•`•'•.•+•,�•vvruvanA�wlAlYS. DATE: p frOWIS F'� �G�G� VriGiN1 v� 2�J ' 0 27 ASSESSORS PARCELrNNUMBER PERMIT NUMBER � v � 40 `0` 1 - 2 / 1 2 "J - RESPONSE FOR PLAN CHECK LETTER DATED: I�.o 7 PLAN CHECK ITEM # RESPONSE BY- LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S� F 2U t PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCSS- COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Department of Development Services Frans Rikkelman 58 Brenda Drive Chico, CA 95928-6390 Assessor Parcel Number: 041-640-013 Building Permit Number: 03-0763 Building Division 7 County Center Drive Oroville, CA 95965 (530) 530541 (530) 538-2140 FAX Thank you you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: . Ppovide revised energy calculations per Martha's conversation with the designer. ST UCTURAL COMMENTS: Provide engineers stamp and signature on all plan sheets containing engineering /requirements. ;./Zpr-ovide rovide 6' shear wall along grid line 6 as specified in the structural calculations. 7' shear wall along grid lines B and C as specified in the structural calculations. The drag truss along grid line YY does not match the truss layout or the structural calculations. Please coordinate. Please revise the shear transfer details on page S0.3 of the roof diaphragm connections to the eaves to match the truss configuration provided. Detail 1/9 depicts the truss correctly but /does not show shear transfer. rovide adequate support for the B4, El, F2, Ll and XX1 truss reactions. VP Please check header sizes over the exterior openings in the master bedroom and the living room. 6x8 DF#2 headers do not appear adequate. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of -1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mark Wegener, P.E. 1 of 1 Tr ° „ ;�'�` {' , O RESIDENTIAL PLAN °REVIEW GUE c �-`�- - •: • o �SI�VGLE FATLY, IDDUPLEXAND MISCELUNNEOUS ONZY Owner. � 21I'YAa/Ki Building Permit Number: Plans Examiner. A. P. Number: 67 j - 6 �o - V1,3 GEtiER kL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. Building permit valuation. LOT PLAN: 1. Complete parcel size and dimensions. `2 Setbacks. side yard. easements, etc. GQ h 3. Other buildings or structures. 4. Grading. fills andior drainage. 'j�'l / Flood hazard r� UVW,1?;`k 6 Special conditions on Parcel Map:Iroise 0 SRA C3Fire Sprinklers ❑ Water Tender ❑ and Drainage fes ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilises across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural tight and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feeL The minimum net ' clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20'. When «indo%%s are provided as a means of escape or rescue, they shall have a finished still height not more than 44" above the ficor (Uniform Building Code section 310.4). 4 Sk,-Iights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except; as otherwise pamitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 deet measured to the lowest vroiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square fat and not less than 7 feel in any dimension (Uniform Building Code section 310.6.2 dt 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters %% hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening ho aboth or bedroom (Uniform Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom ora room readily usable as abedtoos4 Orin a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code secdoe; 30.S). t t Garage fire%vall separation - required on garage side ineludigg supporting walls and posts (Unh%M Code section 302.4 exception #3). �-e . ta' ` � . Under no circumstances shall a private garage Have any opening into a room used for sleeping (Uniform Building Code section 312.4). f Wood stove location - Alcove — UNIC section 205 confined space dt 223 unconfined space do 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). 1 Shower companment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 1 , Big walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support SU Ioads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels most be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall • es must be continuous throughout the structure. - 2. California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees "wed' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elemertts and co��cr sheets of calculations. , 3. _ etestory rewiring balloon framing and/or engineering. 4. 'on plans complete enough to construct building (Uniform Building Code Table 18-I-C� ��'J r •. ^ floor consuvction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. S. Fireplace construction details and calculations if necessary. I A r 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 01 12. Stud heights. Olt 13. High expansive soil - special foundation design required. � 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building pians. Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: 1. Staimvy details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. • O tardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B•1 & 2, 15-D-I & 2). 6. Foam insulation - protection. 7. 36" balls and stairways (Uniform Building Code section 100.4.3.3.2). 8. Two emits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attie access and ventilation (Uniform Building Code section 1505). . Sound requirements. Z Energl• design compliance and supporting documentation. . CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. �/ f 2. ❑ Flood elevation certificate. 3. ❑Fire SprinlJers required ` 4. ❑ Special Inspection requiremems. 5. ❑ Use Permit conditions. A-C ,^ ,, \\Q 1 �O % V i�LZ 6. ❑ Sub-Standard Housing lener. _ Paf . � • that It IS 7uva•u.�..,, .� S, the thereof, that all provisions of the �bdivision Mae Act of h . t(11P 01 coiocrni^ �j,-,, i n�• tic _ • -. Sa 3 3 alterations time f ^PDrovnl of . ni.1 iPnlrllivp the m c r7p t1n .o honrl r Serial NO. 4 any local ordinance applicable tit - Cubdivision No. _ with and 'I am satisf'-d that the mop is tA�hni�nity Cerro. . r A9 9-! Date: ANDACE J. GRUBBS e- County Recorder �/ ---' County of Butte 15170 McELR R NALD D.. RE Deputy County Surveyor xp. 3 X31' 97 County of Butte rh . 01A eA- Inter-Departmental: Memorandum c To: Stu Edell, Land Development FROM: Ted crawford, Fire Department suBJECT: Mountain Oaks Estates, API 41-03-115, 41-47-93 DATE- June 10, 1996 The fire hydrant system for the subject subdivision was tested on June 6, 1996• The theutest resul wasnimum fire 1155flow gallons per • gallons per fainute an minute at 55 PSI. The system is complete and acceptable to the Butte County Fire e any questions plet(ase contact me at Department. If there ar l 538-7994. NOTES,-�ol /171e�ded 10 offecl record ////dl inle�esf I. Each building lot shall provide three off-street parking spaces. 2. Flammable vegetation to be ove within feet of all structures in accordance with the fire safe regulations o Y and 3. All roof surfacing shall be constructed of Class B or better roofing materials. All building projections, such as roof eoves, and exposed underfloorings ,such as decks, sholl be enclosed underneath. 4• Installation of on approved pressurized water hydrant sys'em shnil bP cempletPd prior to hnhitntien of the first dwelling unit. less, the nd o 5e a 5. Perimeter fencing shall be sttheted top stbrandeto beeaof five moximum ofd60" above ci bond Wstth°then excep- minimum of 16" above ground,P tion of the 26.16 acre sanitay sewer pond and irrigation easemeri . rPrtt G. All construction shot Prline onrd 5 feet l maintain a minimum rtiatrince of 50 tePt from hP roadwov from any property line. X17 By: -- Deputy NOTES: (cont.) 7. Rood construction activities shall be limited to the dry season of the yeor,(approximotefy April through September). e with the (�AII foundations now be constructed n c0aks Estates, by LoverL.datedcal aJunetion f6, 990, on fileor Lime Ridge Estates , with the Butte County Public Works Department. 9. if applicable, Deer Herd fees will be required to be paid of time of securing building permits. 10. Property owner shall join and pay taxes or assessments to a fire prrooteec�ti�on� district if and when one exz is established in the area. MOUNTAIN OAK STAT A PLANNED UNIT DEVELOPMENT SHEET I OF 5 A PORTION OF SECTIONS 7 8 18 T. 20 N., R.4E.,KD.9.and M• BUTTE CO. CALIFORNIA for M.O.P.S., INC., A California Corporation Doing Business As M.O.R. CO. North Star Engineering ao DECLARATION DRIVE • CMICO ,CALIFORNIA 9592e S t SURVEYORS. 916) 093-1600 CIVIL ENGINEERS • PL NERS . APS 41` -05 -its, -47- 93 3909 1.3 N� , 7) REVISIONS BY t 100 11 t r1_ II 211-1i1� Zt-D't= 12�-D'l 01 040 05MOT 'rmr utii u f 40 15 ihIz4.HTf'4.3V W/ OP W179 14T 0" � %'rW N kiIJN 71 Li fr TSG M� i (P i Q7 j� 'i(L,�NSCMS W�ATNG'i'_6>;5T' P,. riIUM 8°60X0)( 1.4 E°1!1 49-614 r! p -i TO t, " Ot-GVt2• LJ 1�1ATG.F-F►1.1�, `* ' AbV. 1.LG k t °) 1; Pt'TMdF Holz F-. �11..IiJ G, HTs 8'-0" WHI0x{- i ti S, �02>4 X241101 C, fN 0 ��tsN<oLdtz.. t � 1 ,, ; 'fU8 +► � I),lsra t..t.. fS "t't=.f� r�1 G,rz 5 :� •� . 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Lxi� QST�,y I o t� ac, V v EYP 'p 2 R.«� 1 5 0 5 O X - � A, S° FYD (2. - ,- 0 1 V t' APPROVED a � 3 v Z Butte County 11 -� Environmental HealthC. ` 1 l — I at S'r•� iit-ire' {o ►2 'EG2 � L I W/ wl Eh1l.hj _ I # Z -d t Z� 'D 2'..D�' 21' -On CHECKEO W_ _ • a I Z,c V WALt.._ 4 !' ..,._.�._.,.. _. < — t t; " "t1El'�tl cittat Health oiarE l 101-011 141 �. ► :�, , v 3 SCALE MAR2 2 1 003 1O'- Zv 141 2x1, WALL � i E %i r__00 1 414 S- CA4[-•lJ LAI 0 � JOB NO. Chico, CA ; �e-`�1 SHEET I � _ ..�' _ #3A�afG.l•�' "i r iJ ' ►ai7t iit'a+vf7 Z s ; t✓Ll � J t.U. ) 2 L �?, I✓T. COV�tzGD P'oc�-t_. 58,5 .FT, PAT I O D SC iiV q-_ -7 5 Q. Fr. I � , 0 OF SHEETS ' 10 89 la 90 001 .69 40 CONSTRUCTION NOTES: f ,OZ 9p (� 1.) ALL RESIDENCE EXTERIOR WALLS TO BE 2X6 #2 BTR DOUGLAS FUL ALL RESIDENCE INTERIOR 1 - I WALLS TO BE 2X4 ##2 BTR DOUG FIR UNLESS OTHERWISE NOTED. GARAGE WALLS TO BE 2X6 #2 BTR k o �, ,� V 149 rz DOUG FIR PLATES MAY BE DOUGLAS OR HEM FIR. 4 3 Xp -n 2.) EXTERIOR AND INTERIOR HEADERS TO BE SIZED AS NOTED ON ROOF PLAN. - D 1 ' 91 p 3.) WINDOW HEADER HT. TO BE 7 FT. 0 IN. U.O.N. SEE ELEVATIONS. 9 m 4.) 9 FT. - 03% IN. CEILING HT. TYPICAL WITH THE FOLLOWING EXCEPTIONS: CATHEDRAL CEILINGS W/ b'' a N �� k�� 3� Ly l /-\ I A 4& 12 PITCH TO BE LOCATED IN FAMILY ROOM & LIVING ROOM. 10 FT. -0 IN. CEILING. HT. @'r'I o r D� L'�!'/z'1 / \ L 1,41 f�,11 DINING ROOM &DEN. 11 FT. -0 IN. CEILING HT @FOYER &COVERED ENTRY PORCH. _ M5T72 Yf W td �1 L� � 93 9 Z 5.) PROVIDE EGRESS FROM EACH BEDROOM PER UBC. IF EGRESS IS THROUGH WINDOW OPENING,1 f 5 t0 N p '� I -, ;� _ -' - ' I ? I rn I WINDOW PER BEDROOM MUST HAVE MAX. SILL HT. OF 44" FOR EGRESS, W/ MIN. OPEN WIDTH. OF 20 � .. N .17F _ 0 IN. &MIN. OPEN HT. OF 24 IN., MIN OPEN AREA OF 5.7 SQ. FT. v - I o I I GD tJ G>:T� h Lp. p� 94 PtiI_1� EXTERIOR SIDING: > 1.) EXTERIOR SIDING: 3 -COAT STUCCO W/ SAND FINISH. .. 2.) ALL WINDOWS TO HAVE FOAM BAND TRIM AS PER ELEVATIONS. l JI INTERIOR FINISHES: � 9 �y L p LJ Gl= r O S w I� o 1.) ALL INTERIOR GYP. BI2D. EDGES EXCLUDING THOSE SURROUNDING WINDOWS TO BE BULLNOSE. - � � \ ' l ' 9 y 2.) INTERIOR GYPSUM BOARD FINISH TO BE AS PER OWNER'S SPECS. OWNER TO BE SHOWN A SAMPLE 94 BOARD OF FINISH & OWNER'S APPROVAL TO BE GIVEN BEFORE APPLICATION OF FINISH _ f 18'� OA {� C ; .COMMENCES. MOVF.17✓ I I 3.) TAPE, TEXTURE, &PAINT ALL WALLS &CEILINGS IN GARAGE AND BASEMENT. 96 ' 9' DOORS & WINDOWS: 1.) INTERIOR DOORS TO BE HOLLOWCORE MASONTTE W/ ENAMEL PAINT FINISH. DOOR HINGES TO BE AS PER OWNER'S SPECS ( NOT BRASS). STYLE OF DOOR TO BE AS PER OWNER'S SPECS. 1____._! -196 Z.) WINDOWS TO BE DUAL PANE WHITE VINYL, MODEL 200/700 SERIES, LOW E 2 GLASS W/ SCREENS & i I FLAT GRIDS (WHERE SHOWN ON ELEVATIONS), MFRD BY INSULATE. ! �' M�� N -iA IL.1�GI� t ��- T 97 3.) FRENCH DOOR MFR TO BE MARVIN. FRENCH DOORS TO BE VINYL CLAD W/ LOW E 2 GLASS. � -I HARDWARE TO BE SELECTED BY OWNER DOOR HINGES TO BE AS PER OWNER'S SPECS (NOT _.__ ?'�-`� •. I rn L,; -.�� r BRASS). THESE DOORS SHALL HAVE BRONZE ALUMINUM THRESHOLDS. A BRONZE ALUMINUM I , 5 . - METAL DRIP CAP SHALL BE INSTALLED AT THE BOTTOM OF ALL EXTERIOR DOORS. COLOR OF99 1-" L Q Q i�--- L-, N _ WEATHER-STRIPPING SHALL BE SELECTED BY OWNER � _ I ------ ._ � _ j -- 19g I 4.) GARAGE DOORS TO BE OVERHEAD, SECTIONAL INSULATED METAL DOORS MFRD BY STANLEY (OR _ 1pp --�_ EQUAL) W/ STNDRD LTS IN EACH DOOR AS PER PLAN. PROVIDE 3 AUTOMATIC GARAGE OPENERS. GARAGE DOOR OPENERS SHALL BE MANUFACTURED BY GENIE OR APPROVED EQUAL AND SHALL . w BE OF SUFFICIENT SIZE AS RECOMMENDED BY THE DOOR MANUFACTURER 1 ;(08- 0i ENERGY NOTES. J _ op 1.) WEATHER-STRIP ALL EXTR DOORS. CAULK EXTR DOORS AND WINDOW FRAMES, AND ALL 102r1d I V lid PLUMBING &ELECTRICAL OPENINGS IN BUILDING ENVELOPE. 2.) H & A SYSTEM TO BE SIZED AND DESIGNED BY A LICENSED H/A CONTRACTOR AND TO MEET ALL,REQUHtEMENTS OF C.E.C..3.) SHOWERHEADS AND INTR. PLUMBING FIXTURES SHALL BE LOW FLOW TYPE AND CERTIFIED BYC.E.C..4.) ATTIC INSULATION: R-38 WALL INSULATION: R-19 UNDER FLOOR INSULATION: R-19> GUwCABINET & INTERIOR TRIM1NOTES. 1.) BASEBOARD HT. TO BE 5 %% ALL TRIM, WINDOW SILLS, & BASEBOARD TO HAVE ENAMEL PAINT FINISH. 2.) CABINET WOOD @ KITCHEN, BEDROOM HALL, MASTER BATHROOM, & BATHROOMS #1'& ##2 TO BE 177 > n MAPLE AND TO BE STAINED &SEALED &FINISHED W/ LACQUER FINISH. CABINETS IN.THE UTILITY. � --{. p , ROOM, GARAGE HALL, &MASTER HIS &HERS CLOSETS TO HAVE AN ENAMEL PAINT FINISH. , o 3.) STYLE OF CABINETS TO BE SOLID RAISED PANEL. Z 2 " 4.) KITCHEN, BATHROOM, do UTILITY CABINETS TO HAVE MELAMINE INTERIORS. ALL CABINETS TO � � � � }% � � p % � /� � ? � j� ` HAVE KNOBS. ALL SHELVES IN LOWER KITCHEN CABINETS TO BE PULLOUT SHELVES.• ' :' - 5.) CABINETS TO BE DESIGNED TO OWNER'S SPECIFICATIONS & OWNER TO APPROVE CABINET DESIGN DRAWINGS BEFORE CONSTRUCTION OF CABINETS BEGINS. 6. CROWN MOLDING TO BE INSTALLED IN DINING ROOM, DEN, EN, &FOYER 7.) CONTRACTOR TO PRESENT OWNER W/ MOLDING SAMPLES FOR APPROVAL BEFORE INSTALLATION. a.) COUNTERTOPS TO BE AS FOLLOWS: KITCHEN-SILESTONE W/ GRANITE TILE BACKSPLASH TO BTM OF UPPER CABINETS. BATHROOMS- .. , OOMS TILE W/ 6 TILE BACKSPLASH. UTH..ITY-FORMICA W/ ROUNDED EDGE. 9.) ALL CLOSET SHELVES & POLES ARE TO BE DESIGNED AS PER OWNER'S SPECIFICATIONS. '^ r SHOWER DOORS & MIRRORS: _ Iao.00 1.) PROVIDE MIRRORS ABOVE VANITIES IN ALL BATHROOMS. M "_ 2. ALL SHOWER DOORS & HARDWARE TO CHOSEN BY OWNER • � . i PAINT FINISHES: 1.) PAINTER SHALL PROTECT THE WORK OF ALL OTHER TRADES & SHALL USE MATERIAL THAT IS - K PURE &UNADULTERATED THAT HAS BEEN DELIVERED TO THE JOB IN ORIGIN . AL, UNOPENED CONTAINERS. M 2.) OWNER SHALL SELECT ALL COLORS. PAINTING SHALL NOT COMMENCE UNTIL OWNER HAS APPROVED OF ALL FINISH SELECTIONS. ,l 3.) ALL PAINT SHALL BE APPLIED ACCORDING TO MANUFACTURER'S SPECS. &ALL WORKMANSHIP t SHALL BE OF TOP QUALITY. ALL SURFACES TO RECEIVE PAINT TO BE SMOOTH, DRY; &CLEAN .. BEFORE APPLICATION. PAINT TO BE APPLIED SMOOTHLY W/ OUT RUNS OR SAGGING OF . f Z' -ID' vim" MATERIALS. PUTTY ANY NAIL HOLES, CRACKS, JOINTS, ETC. BEFORE APPLICATION OF FIRST COAT. SPACKLE JOINTS BETWEEN MOLDINGS &WALLS &CEILINGS. ALL INTERIOR SURFACES woe SHALL BE THOROUGHLY SANDED BETWEEN COATS TO LEAVE A SMOOTH FINISH ON SAME > `� BEFORE APPLYING NEXT COAT. Cc. 4.) ALL EXTERIOR &INTERIOR EXPOSED PIPES, DUCTS,.!., SIMILAR ITEMS SHALL BE PRIMED � - 0 Zl PAINTED W/ COLOR TO MATCH ADJACENT SURFACES U.O.N. ALL EXTR & TNTR,' WOOD SURFACES- tp SHALL BE TREATED OR PAINTED U.O.N. ROOF VENTS &CAPS SHALL BE PAINTED TO BLEND W/ THE ROOFING MATERIAL. ' }='-fit flENL>� yM'pa PLUMBING NOTES: - o 1.) PROVIDE WATER LINE TO REFRIGERATOR FOR ICEMAKER 5 , 2.) ALL PIPES SHALL BE SECURELY STRAPPED TO PREVENT VIBRATION. 3. ALL PLUMBING SHALL COMPLY W/ 97 UPC AND ALL LOCAL ORDINANCES. - 4.) A RECIRCULATING PUMP W/ TIMER TO BE INSTALLED @ WATER HEATER f, . 5.) ANY CHANGE IN LOCATION OF PLUMBING FIXTURES WHICH DEVIATES FROM THAT SHOWN ON . FJ7 f'�NFJ- PLAN MUST BE APPROVED BY OWNER BEFORE EXECUTION. i 6.) PLACE ALL VENT PIPES OUT OF SIGHT (FROM FRONT VIEW) BEHIND RIDGES WHENEVER NOT / h1R-rvG.� PREVENTED FROM DOING SO BY LOCAL ORDINANCES. ,. a�?, �- 7.) PROVIDE TEES AS REQUIRED FOR OUTDOOR SPRINKLER SYSTEM. APPROVEDt- 8.) SEE ENERGY NOTES FOR WATER HEATER INFO. Butte County rNoW 1 / 2 � 1 t "Ib 'I-, , L I N EIS •i-- _.__ I- _..._ _ - 106 Environmental Heatth t 6aL ELECTRICAL NOTES: '7 � �IGrVlo T�GN'f' ' 2 /• Siam � w ,1✓1. 5,: Y Op .M . 1.) ALL ELECTRICAL WORK SHALL COMPLY W/ ALL LOCAL ORDINANCES. �d to -� - D.I' 1 VGWA1Y Q W>^TE2 2.) THE ELECTRICIAN SHOULD CONDUCT AN ON-SITE WALK THROUGH TOUR W/ THE OWNERS AND / Jl�r t-vG OF - SINE yy f atu 1AS2 1�1M N THE LOCATIONS OF ALL ELECTRICAL OUTLETS AND FIXTURES SHOULD BE MARKED ON THE 0 re l �`�GtI ' WALL FOR THE OWNER'S APPROVAL BEFORE ELECTRICAL WIRING COMMENCES: LOCATION OF �7 1 ix•}'i , to OUTLETS SHALL BE APPROXIMATE TO THAT SHOWN ON ELECTRICAL PLAN BUT A REASONABLE DEVIATION SHALL BE ALLOWED. -- - ! 1 ao , oo <.. c.aNN�C-tS T� �MMUNrY 3.) DOWNDRAFT COOKTOP .TO VENT BELOW FLOOR 4.) :S.EG 1�-LFL. h1 o T t: S � P•�GL- i O . S�W�fr- GENERAL NOTES. - 1. VERIFY ALL DIMENSIONS, NOTES, AND VIEWS IN FIELD. BUILD TO DIMENSIONS ID DISCREPANCY � OCCURS BETWEEN DRAWING AND SCALE. sU ��v�r�t•� o� D 2. ALL WORK SHALL COMPLY WITH ) 97 UEC AND ALL LOCAL ORDINANCES. 3.) JANICE LEE IS NOT AN ARCHITECT NOR DOES SHE IN ANY WAY REPRESENT HERSELF AS AN < - ARCHITECT OR AN ENGINEER THESE PLANS ARE SUBJECT TO APPROVAL AND INSPECTION BY THE r�- 1-:71,11MCilrno LOCAL BUILDING DEPARTMENT. . mental Health PEAR 2 �.: 1 2003 Chico, CA ASS 0.,41-1 L 4 0 O 1 1 '� * 45 MO U Tri A 1 - A LOT 1 N ► til O �. L'`�'t*A�'i'�.�j � �' A. IZ t� p '�✓�• � � , STOCKDRAFTING FORM NO. 101.69 RC DESIGN & DRAFTING BY J A N I C E LEE SUITE 4A 315 WDLL ST CHICO CA 95926 PHONE & FAX (530) 892-1937