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066-230-026
NOTES ti RESIDENTIAL PERMIT NO. —'._066-230-026 - V02-3245 t &EECOMB, DAVID & NADINE SCRIPPS CT., MAGALIA NEW SINGLE FAMILY W/GARAGE I JOB FINALED (Date) Signature r r D, d c� 11 , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. rr FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS I VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY '�III f Address i GAS y Meter By Date"L ELECTRI 6�� '.(� Meter By a Date t� �`-�'� I JOB FINALED (Date) Signature r J=OK 0 = Not OK = Not Applicable . =Not Ready MOBILE HOMES Date MOBILi= HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5.• Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 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 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-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test-Water.Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK D = Not OK = Not Applicable r = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE IfLOOR (Plans) OK except #'s 7. FA' Main; Soils-Elec. .-/ /" Ftg. Depth 4o0"Ftg,, Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth t , Porches & Decks; Soils -Steel-/ /' Ftg. Depth beSte6walls, Main; Steel-Blockouts-Wrapped kT Hold Downs and Soecial Anchors 7. Sjab, Steel -Wrapped Piers -Fire lace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10,-tlF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1`. >Mter Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Hums & Ducts; Clearance -Material -Support -Ins. 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 PLU ING (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 1 er Htr.; Vent -Access -Combustion ' affle _ 83. W r Pipe; Test & Anchor- r -Finish W.V.; Test Fittings & Anchor ail P C Disconnect, Electrical -Plumbing 0_4e'q!,,Atove 49. Shower Pan; Test, First Floor -Tub Access ,*-Attic Access & tform if Furnace in Attic 44- 12§t Tub & Shower, Second Floor -Tub Access Dat Gas Pipe; Sixe & Anchors Card B-1 Date 2+ Fire Sprinkler; Test Card B-1 from Previous Inspections 2 as Test -Meters Tagged, Gas -Electric Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELEPTRICAL (Permit) OK except #'s Je Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled W.OKmex Installed Close to Edge of Studs & C.J. ag uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2000'2 Appliance Circuits in Kitchen & Conductor Size GFI -aa•–Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI .a? -Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes I] No ey.-Riser Conductors & Ground Main Disconnect 33-tquip. Clearances Panels-Motors-Mech. Equip. 34. 5Lothes Closet Light -Shower Light -Spa Light 35-100'smoke Detector Date ,Z , 9 Card B-1 0,0 t Date Card B-1 Date �— Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 36A.C. Ducts Insulation & Support Clearance Looked unde oor ❑ Yes _ 83. Vent Fan, Exhaust above insulation -Finish 38. Condensate Drain & Overflow, Size & Grade C Disconnect, Electrical -Plumbing 0_4e'q!,,Atove $9- Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet ,*-Attic Access & tform if Furnace in Attic Dat Card B-1 j . Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Is Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing 4. raft Stop in Walls (rat proof) KFife Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMI (Continued) angers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ace Ties or Type A Flue -Fireplace Throat Clearance 5 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing -RC Channel erty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ,55. Stairs Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers %;-Nailing Veneer -69�Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access nq,Area-Glass Protection-Skyliqhts-Plastic Panels Date1 / `9 . rJ ( Card B-1 N A / % Date Card B-1 Date ` Card B-1 Date Card B-1 Date FINA ans) OK except #'s . E eps-Door & Sidelight Protection -Landings 6-4—Sm Detector urnace Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels s & Rails F' place or Stove, Clearance -Hearth . EI . Outlets at Wood Panel, Int. & Ext. Clearance D}/F,leC.. Outlets & Receptacles at Kit. Counter Ga a Fire Door; Swinq- Land inq-Closure 6–rage; Above Floor-Mech. Protection XS!P ., Elec. & Mech. Equip. Listed for Location 74-1geCBeceptacles in Garage (F.F.I.)-Romex Protection II on -Foam -Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked unde oor ❑ Yes _ 83. Following Instld./Drive es O No/Walks O Yes O No/Planters O Yes Cl No -Finish 5 C Disconnect, Electrical -Plumbing 0_4e'q!,,Atove Roof, Plbg-Appliance-Fireplace-Clearance to Openings a ell, Disconnect, Electrical, Plumbing xterior lec. Trim, G.F.I. Receptacle -Underground 9 it ion Throughout House lass Protection 1.ections from Previous Inspections 2 as Test -Meters Tagged, Gas -Electric ewer Connected -C/O to Grade -HD Approval per Compliance Certificate -Other Certificates V-KTdress Posted __q6ZZEM=9pM9Ier Date 9///jG3 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, California 95965 • Telephone (530) 538-7541 (Rev. 12/9,6) , APPLICATION AND PERMIT ASS SSOC�Nl`1f�1BE2b R -0 ZONING BUILDING PERMIT OWNER i 3, avid &Nadine TELEPHONE SO. FT. OCC. BUILDING VALUATION i) 1 4 316• W W OWNERS IUNG ADDRESS (2i Ranger Court Magalia, Cry 9595409551 451 ITi IL8118.00 CONj� _ _ _ a NA � .._ ��w� 005 TELEPHONE 160O 200 U 400.00 CONTRACTOR'S MAILING ADDRESS same CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $1W. q ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 64.3.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $417.95 u D sr.JGrlpps COurt tle'i ali.a Energy Plan Checking Fee $ $ PERMIT FEE $ ( q LOT SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFY❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 15.W TYPE OF WORK New ❑` Addition ❑ Remodel ❑ Utilities ❑ Installation E3Other ❑ X Describe Work: NSF 3bd Wl Qaraze Gas piping stem 1 - 5 outlets 15.00 15•00 Building sewer 15.001 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service "'A' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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. GY 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 ZDOA TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLns. SO 3.5QFr; " NOµR6,UT MULTI.OUTLET 97,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES �0 @ 1.00 FI Ex. Occup. xuTLEDTS RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 EE PERMIT FEE $ 7 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 15 W Hood 6.50 Ventilation 2 4.50 t' .00 gS fireplace 15.00 PERMIT FEE $ $O 5() 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 I should become subject to the works s' compensation provisions of section 3700 of the Labor Code, I shall forthw h compjy.with those provisions, CC } X (a J ~'� Date t / - 2 1' ®z Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. �" .f. , . Mobile Home Installation Fee $ Energy Inspection Fee $ 46-W • occ R3 CONST. TYPE VN TOTAL FEE $1483.12 • HA7�y D IM FLOOD CDF, pqq ppb HD ISSUE V This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By �'' r y� ' PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ale ReceiptNo. ' (� 6/: S'_()r 9 _1611 ! —) r'I ,� "-- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6W-NW'PERMIT NO. :i A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work Is completed. It you have any questions pertaining to this matter, or need additional explanation, *I please contact this office immediately. , 1— e ,rnt� � 7 --ZX � v►a Date , Inspector REV 10/92 j CertainTeed C� • Builders Statement • 40 Homeowner Name / Jobsite Na InsulSafe 4 Fiber Glass Blowing Insulation Home Address Aa Ar`,L gAf--- Installer/Contractor (sign) Company Name Date Builder (s Z 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 tit, 0.485 12 26 15.5 65 0.418 10'/z 22 13.1 - 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 1.129 0.209 51/2 11 6.6 ' 151 0.179 ''' 43/4 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. 0 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 ©2002 CertainTeed Corporation 11/02 ' R -VALUE THICKNESS AREA (SQ. FT.), INSUIIISAFE 4 (✓) ". BAGS USED BATTS/ROLLS (✓) CEILINGS •� WALLS 3 3 `� FLOORS ` t/ Lj 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. 0 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 ©2002 CertainTeed Corporation 11/02 ' Manufacturer Insulation Fact Sheet 4 This is CertainTeed Corporation Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 InsulSaW4 I CertainTeedll 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: R -VALUE BAGS PER 1000 SQ. FT. ir 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 0.800 1872 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 I 0.418 107/2 22 13.1 76 0.353 9 19 11.1 90 I 0.301 73/4 13 7.7 129 1 0.209 5'/2 11 6.6 151 I 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. (i 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: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967 774 22 27.2 37 0.733 572 16 19.8 51 0.533 4 15 17.9 56 0.484 31/8 14 17.3 58 0.467 3'2 READ THIS BEFORE YOU BUY What you sh^I about R -Values. The chap,! R -Value of this insulation. R means resistance to heat flow. The higher the R - Value the insulating power. Compare insulation R -Values before you buy. There aN-1- r factors to consider. The amount of insulation you need depends mainly on the climate youYrlve in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. • 11 "-) ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: i (:lL' k O 1 a. Company Name: 2. Address: �4, Q.,- C A 3. Phone:O05 4. Assessor's Parcel Number / Z —� Z 6 �v 5. Location of Work to be Done Scrip 5 c4 Mac c, i cA �4 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check Gutter: ❑ Sidewalk: ❑ C. �,'k� 4 r ,'.� 17. Driveway (List Type): LOVAc %1' 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all tertius, conditions (including those on page 2 of this permit form) and special conditions written below, emission is hereby ted. 19. Conditions GuT C�+.Ro,�1�0$ kk ,✓ 4 nsic- J nit C --.,CQ c Rst.V 2 jc _ c, Caja c O C. v. 2 (t , Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. 'ill work shall conform to accompanying: Detail VL- Plans O Special Conditions 21. Date Issued 22. Expiation Date: d 23 Surety: -9S FMike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to oneo0reek. Page 1 of 2 General Conditions — See Page 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS N 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 P (Rev. 12/96) APPLICATION AND PERMIT -,V-7 W ASS S�P -20.0-026 ZONING BUILDING -PERMIT OWN RDGECOMB, David &Nadine � TELEPHONE SQ. FT. OCC. BUILDING VALUATION x_654 R 89 31_6.00 OWNERS MAILING ADDRESS 6451 Ranger Court Ma alfa CA 95954189551 451 M 8118.Q "ll aM NIF%ecomb 873-7005 TELEPHONE 200 0 1400.00 CONTRACTORS MAIUNG ADDRESS same CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ -on ARCHITECT OR ENGINEER LICENSE NO. ,ql Filing Fee $ 20.00 Permit Fee $ 641-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $41795 u D ss SCr1DDS Court Magalia CA Energy Plan Checking Fee $ $ PERMIT FEE $ 4 Lnrf SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7-0056.00 USEOFSTRUCTURE SF )b Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 1 5.00 5.0 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3bd w/ � , aae Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 i 5-00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Fee 20.00 800V OR LESS Main Service 20.AORLESS 23.00 -1,00 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.Pow License Class Lic. No. OWNER -BUILDER DECLARATION 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. [W I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCOUP. OR ADDNS. ( a ACC. sins. so 3.5QFT: NOµR2Ip MULTI.OBRANCH CUTLETIROVITS @7,50 ER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.L OUTLET OR FIXTURES SAL Q 1.00 p .00 i's1 Ex. Occup. oFIXuriErs RES °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 6.50 C c i i PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of.the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the works s' compensation provisions of section 3700 of the Labor Code, I shall th cc m ith those rovisionS. X Date 1 �' 2 j �Z Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and molition or construction of structures over 3 stories in height. Receipt No. ✓ WHITE-D.D.S.-B. D. A -A S PINK- E OR OWENROD-APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. 0, Es IM� D co PAR H ISS E ,� V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. f ry By Date / /03 PERMIT EXPIRES ON be(.) 4, •fir Feb 01 02 08:13a Ir P• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IT o tRev.,12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0NINO 1�6G �3 0-1��-6.. 2 °`""E' /`,n� -C G�l.'�G.//^!/�_Q�1� TELEPHONE '---"' BUILDING PER WHIT SQFT. OCC. BUILDING VALUATION 0 (T 0 0 :.. r �• OWNER MMNG ADORES _. _ COMRACT R'S NAME VTM7pW li'C 6 N O COMRADTORS MNLINO ADORES v` -CONSTRUCTION LENDER LENDER'S MAILNIG ADDRESS — Flre lace Total Valuation $ DO I ' ARCHITECT OR ENGINEER _ LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINE4MAADDRESS - BUILDING ADDRESS Permit Fee $ Plan Checkin Fee $ �9 Energy Plan Checking Fee $ 3t- LOT NO.)�� SUBDIVISIONS NAME .+ 6";)��'+� PARCEL MAP 7 PERMIT FEE $ �� PLUMBING PERMIT Filing Be 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome [3 Other SPECIFY Each Trap 7.00_ Solar or heat um water heater 23.00 Water i in 15.00 TYPE OF WORK Now Addition 11 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ZJ l j�i%�(,ert� Jit/l ��� �(r' Each nas water heater or vent 15.00 Gas i in system 1 - 5 outlets 15.00 Building sewer 15.00 Moblla Home S G W Q2o.00 PERMIT FEES 7� , � �c-r�7� S� � _ �� � =.e✓ 'i 0 Vs cy-O'4• 5 �) y,� 1� O _ ,I1\ �/ FEE PAib U ��. ATW� 1 RE�b O /� 1-2 �W� * TO !VT Iwo COMM Receipt No. WHITE•D.D.S.•B.O.CANARY•ASSESSOR PINK -INSPECTOR GOLDENROD.APPLICANT ELECTRICAL PERMIT Filing Fee 20.00 "OV Main D. LESS Main Service QOOA OR LESS 23,DO Main Service 200A TO I000A 46.00 NEW CoNuT.OWE111NO OGCUP. SO. OR ADONIS. a Acc. BLDs. 3.5QFT. c0 s MULTI•ounzr —7. NO N•RESID. 1 7.50 POW( APPARATUS 6 SINGLE OufLET CIR. Ex. Occup. 01 ®1,50 Ex. OCCU F .00"PBtAIT Tem orar Servic00SRA Mobile Home Facil00SHERIFF Misc. Wirin00 M -_rlOT MECHANICAL PERMIT Fling Fee 20.00 Heatin Conlin - Hood 6.50 ; 0 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ 7 �f TM TO L FEE $ • ./ 0. FEES FLO CDF EL I "SUE This permit is hereby issued under the applicable p*rbvrsi6ris- of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-patd. - — By Date ,__. - PERMIT EXPIRES ON _... .ale ---- • '�'n'�r,,_ti--r..t.ti,,•.t..�i.�:.:.-.�.rY'4,r--+nr.-+-`.'Avr�`^�' ``"q'"'�M„""w'"tr"4r"'�`i0'91Gi3'� ...+'--.+.•�.r"�Yw.-r--^.:f'�w�-- -n . - 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: t !J 6 C G 0 i00 0 11via ASSESSOR PARCEL NUMBER ©4W + / 0_ 04* Proposed Building Use: ,/ 1/ Counter Technician: / Date: I� a( ®;L Items required in order to apply for 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,., ; f Complete plans, 3 or 4 sets, signed by the preparer of the plans. �3. Engineered plans, 3 or 4 sets, with wet signature on plans AND. 2..setsof stamped and signed calculations. ❑ 4�. ngineered 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 .................................... ;.QE].- 10. Letter of intent for non-residential buildings......................................................... ❑ A L Detached Accessory Building Form filled out by the owner ..................................... r, ❑° 12. Hazardous Material Form............................................................................... ❑ 13. Other Wma' ling items needed to issue the permit. (May require additional plan review upon receipt of he following i /s..) ees as shown on the attached Schedule of Fees Due Sheet ....................................... t 1 Statement of Intent for Non -heated and A/C Buildings .................................... 6. Sanitation and plot plan approval from the Environmental ealth De art ent in 7/City of Chico Plumbing permit.......................�ai�. ..........1f .qq �18. California Department of Forestry plan approvalSent by: ` v �................. ❑ 19. Planning approval for (A) Use: p< (B)Parking: (C) Par el Check: 0,29_ Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ► 1. 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 ............................................. 110 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... •° W26 etter of Signature authorization.................................................................... _-_l___i w n 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 7 and hold for pickup. I have been info @d f the a Applicant: C items and requirements for obtaining a building permit. Date: ///-Z/-Oz- 1. Index permit application for the above items numbered: ( Plan Check Letter 2. Additional items requir Contractor, designe , owner as advised of the above data by phone, ❑ mail, Of counter, by -Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: �5— Date: Structural reviewed by: Date: 2 Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.N. USE ONLY Piot Pian AttacMd Floor Ran At=c - Sent to Sento G.D. N ' TO: ' . Building' Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner LocatIDA AP# Plan Approved fo : Sewage Disposal Clearange for�dweiligg. Other A\ Hold final for: Final clearance O.K. for: NOTE,.- ` 8/96 Su ply: Public Private Well 2 rrrGp Ce nA cov>irU _ ZOO ntal Health Specia ist 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. v/'J �/J�lC�Gt2 PR POSED BUILDING USE / w / 1. BUILDING PERMIT FEES ` --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ .'4 --Revised Plan Checking Fee.......................,.q..:...... $` 2. SCHOOL DISTRICT FEES ���/ �,/✓ G�� k(paid at District Office) 3. SHERIFF FEES (paid at Building Division) �/ys Residential .:.................................. ( x $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES /$5 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.0�y ao� DATE — ev ( RECE PT # DATE REC.. W11 J - �6 f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. , APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) s BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM . (One form per Building) School District Building Department No. •,� A.P. Number !9 ��^i�Jurisdiction: City County Property Owner 7,::-e4ck &317tb v Property Location/Address Subdivision Lot No. Residential Development o ................o..........................o .................................., € Sq. Footage I �% No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) Commercial/Industrial " New Addition' Building artinent Representative wwor rians reviewed by Jcnool Uistnct Personnel) Di "ct Identification No. „ V 3-003 �`�-��chool District certifies that (Street Address) CJ (Phone N'u'mber) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant)/ /� i�-73 — 7V (City) has complied with the requirements of'Resolution No. 71 representing / tY '� square feet. (State) (Zip Code) by payment of $ . AB 2926 $ FULL MITIGATION $ 1-7-03 . 1 School District Representative Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls (10/98)dmm las01001AQ.-Main Assessor Name EDGECOMB DAVID f NADINE Asmt #1066-230-026-000 Fee # 066-230-026-000 Status ACT IVE Status Date Addr1 16451 RANGER CT Tax FO-O0 INORMAL OWNERSHIP TRA 093-014 Addr2 I MAGALIA CA 55954-9557 S ileus r - Addr31 Base D t Addr4 Land 15r�9� � Timber PreserveS truckure 0 � AgPres Comments 16623002600 CONVERTED 09/08/88E � tal Fixtures 0 Creaking D oc# 1977R 2150426 D ate G rooming 0 Notes Current D oc# 2002190047109 Date19/1112002 Bonds Total L&I 15,797 0 Killing Doc# Dake � multi S ileus Fix.19 F Flag1 M H PP 0 Asmt D esc P P COUNTRY CLUB S uplCnt Flagg PP 0 Zoning I R T 1 D well 910 M H Exemptl Exempt0 Acres/S q Ft 0.23 � N /C[FG6 � Asmt PP Pen Net 15,�9� � Tax PP Pen R/C# r Appeal Pending T/R Dt j! Split Pending R /C S leak HHY OWN EXP TAX HON ATT SIT APR PCL 1 n' Find "..-an S T R U C T U R A L C A. L C- U L -A .T,*.I 0 N S rte.. r. CONCRETE CANTILEVERED RETAINING WALLS DAVID EDGECOMB- SCRIPT COURT MAGALIA, CA 95954 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (5 3 0)872-0254 SUBJECT: CONCRETE CANTILEVERED RETAINING WALLS BY: FLT DATE: 02/03 JOB NO: 3015 PROJECT: EDGECOMB RESIDENCE SCRIPT COURT, MAGALIA, CA 95954 FLT EGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVERED RETAINING WALL FOUNDATIONS. CODE 2001 CBC SUPERIMPOSED LOADS: MIN. DL = .01 x (3+ 8) = .11 k/1 MAX. LL = .030 x 19 +.01 x (19-3) +.050 x 4 =.93 k/1 MAX LL. - ROOF SNOW + ADD'L ROOF DL + FLOOR DL + LL + MAX. FLOOR LL LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL) AND SLIDING RESISTANCE ( MIN. DL ONLY) 6" CONCRETE WALL: MATERIALS: A. 2'- 1" TO 3'- 6" HIGH - SHEETS 2 & 3 B. 3'- 7" TO 5'- 0" HIGH - SHEETS 4 & 5 CONSTRUCTION DETAIL . - SHEET 6 CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f c = 2000 PSI @ 28 DAYS REINFORCING - ASTM A615, GRADE 40 ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF R -C E 32434 Reg: Expires 12-31 - 2004 FLT ENGINEERING PROJECT EDGECOMB RESIDENCE 5790 CLARK ROAD JOB NO. 3015 PARADISE, CA DATE 2/2003 (916) 872-0254 CALC'S BY FLT SHEET Z OF G SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .93 OVERALL HEIGHT OF THE WALL - H (FEET): 3.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.14 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. (IN^2) 'd'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF. - .15 °s (IN^2) : 0.108 MIN. HORIZONTAL REINF. - .25 0 (IN^2): •0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: ##4 @ 13 COMBINED STRESSES @ WALL: 0.09 < 1.0 PROJECT EDGECOMB RESIDENCE JOB NO. 3015 DATE 2/2003 CALC'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 3 OF 6 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 20 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP) : AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.017 8.75 #4 @ 144.6 DESIGN TOE REINF.: ##4 @ 24 0.24 0.32 0.77 0.76 2.38 0.44 0.26 0.20 1.67 0.46 898.65 < 1500 28.35 > 0 1289.25 < 1500 753.75 > 0 0.37 > 0.24 0.79 0.21 PROJECT : EDGECOMB RESIDENCE JOB NO. : 3015 DATE : 2/2003 CALL'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN:. ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET / OF4; GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.083 3.75 ##4 @ 28.9 MIN. VERTICAL REINF. - .15 % (IN -2): MIN. HORIZONTAL REINF. - .25 0 (IN -2): DESIGN REINF. - VERTICAL: ##4 @ 24 - HORIZONTAL: ##4 @ 13 COMBINED STRESSES @ WALL: :11 .93 5 4.5 6 6 1.46 0.30 0.46 0.108 0.180 0.24 < 1.0 PROJECT EDGECOMB RESIDENCE JOB NO. 3015 DATE 2/2003 CALC'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET r OF 9 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 8 i - BACK TO BACK OF WALL (INCHES): 6 TOTAL WIDTH OF FOOTING (INCHES): 28 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT -3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt.(FT-KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.052 8.75 #4 @ 45.7 DESIGN TOE REINF.: ##4 @ 2¢ 0.45 0.83 1.13 1.75 2.10 0.91 0.36 0.40 2.33 0.91 925.13 < 1500 40.59 > 0 896.66 < 1500 866.20 > 0 0.67 > 0.45 0.90 0.67 BY _f4f T DATE _G /O3 SUBJECT C*41i1T/1-dWJK4nC COWC/CCT4p SHEET NO. C OF - 6 CHKD. BY -.-DATE. ��T/4/G _._._ .eETi.•4 G G CGi�/ST. _ �� No. _ �O / f/.1//SH G�i4DE - G EYEL R C E 32434 Reg. Expires <4 12 -31-2004 d7 PP '7 oQO�TESS/ON�I � c 2 C4 C-A a � N COMP,4CT�D No.. 32 Civ%�- F OF , CA1-�F� 2�7�0,3 O 'Cl.E,¢,P aT e ,H2, IlArVRA4 Cle4DE opo,' rs CoAl 7. ,v eC&HL-,c RC'0 �) ICM M Nb 15, 'w/ M�M IQI 4LI t^ R I�q IQ M // i A. 3�6pd- 2¢" BUTIlE Com -- - w . P kRTM NT l , .r �. d � -X ,_.. NOTES : /. DES/G,V C.�/TFC/fF /=eC CA CV4,4 T/ONS S,-Vee-r /. 2 , GAP 110,Z/z , ,eE/.VFO,cC/,VG e*' ore 30 aAe 01,¢ , HIA.1, 3. �F�FO,ev D,e,4/y PiP_� OF D.2.4/.V leoc"C/4.V f M IF L7 EMC�OH MIROM - Oi'T70V,,44 4OG4T/0NS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 jy,r' C(=1PY' oto document `IZecorded� =r NO `V HEN RECORDED MAIL TO: 'i 4h r r .- 07 -Jan -:2003i 2003-0001'170 r BUTTE COUNTY BUILDING DIVISION " Has not -been• compared -with 7C OUNTY CENTER DRIVE Orfgfnal Y ' OROVILLE, CA 95965 - `W. �` ' BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT , Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, ' including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, -and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: - See Exhibit One.Attachec.Hereto f - Date 1/7/J3 PROP TY -OWNERS: t David M. Edgecomb State of California ) 5 County of Butte ) On 1/7/03 before me, L. Boman, notary personally appeared David M. Edgecouib personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, thep 'rson(s) or,the entity upon behalf of which the person(s) acted, executed the instrument. ' WITNESS mv hand and official seal. Signature Seal: : . �. .;a6•. o..N BOMAN __', �I Comm. #1341474 In' A. P. # i 'q 3 " CQNOTARY PUBLIC CALIFORNIA ' o BUTTE COUNN 1 My Cemmisskm Expires Jan. 27, 9006 EXHIBIT "ONE" PARCEL I: Lot 179 as shown on that certain Map entitled, "Paradise Pines Country Club Estates Unit No. 4", filed in the Office of the County Recorder of Butte County, California, on October 27, 1971, in Book 38, of Maps, at Page(s) 69, 70, 71, 72 and 73. Excepting therefrom all minerals, oil, gas, asphaltum, and other hydrocarbon substances, lying below the surface of said land with provision that any and all the mining operations shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface of said land. PARCEL LI:. A non-exclusive easement over lots A, B, C, D, E, F, G, H, I, K, L, and M (The common areas) of said Paradise Pines Country Club Estates Unit No. 4 and the lots designated for common and recreational areas as described in the declaration of the annexation for units IV, VI, VII, X, XI, XII, XIII, XIV, XV and the Country Club Estates Units No. 1, 2, 3, and 4. F LT EMMMEERM STRUCTURAL C ALC ULAMOO NS CML • STRUCTURAL/ !/ OZ SHEET No. � OF (916) 872-0254 FAX (916) 872-9331 BY: DATE: 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: 5if 77,fZ- L ,+-TL AOR fit- POWECT: r T J�'a$c/W-Cr 717rEr'of- 0,0== f- o,0=="c/T �-GL S o� �C' COst�S'7- vs 's'y Or'r�' ,s . C©o E goat C.� C ✓ GL s �D a R C'E 3243-4 R 4. �� 12=31-22404 w o. 32 4. m l I� 9lFOF CA1.��� rz) /chi 67x 1. % L ,Ts7✓'`'L —OrvT VEL e / Ea s • -- Z2 X 2T�) ,�v��� ,a r �8 tJ� SkrGrr - .mor- 4' ��r i 47e,,4-,; gg7 y F LST ENGWEERNM CML • STRUCTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PSWECT: DATE: �! D� SHEET No. 2 OF T CHECKED W. DATE: JOB No. O S!p' Sl1B.lECT: Ile,/.�,?� — ,�� _ 61c 30/Zx /2 �r, c� x so/4 6'O S'� ,4Z �3x e/%2 t. �) x e - 2D S'� ,43 V/r2r :s �� _ , a/2�,� d' t . o/�?x �6� - �'t 20 f �z� = 0, c'22 (30 /Y� = 2, 02`30 a,, -, Oa? 7x If f, 049 x I- t . o/12 2.' x 3D 2 2 .e"-.70 0-T /��- i ���x 3 �(x e _ ¢ eog 4 4 �� �J / .CS 16=ZA? 72 ate �o� e a /0- J 7�6 �G f OSS s •� �a �,vc, w �'oG e 6' `12 ! Z.< ,&cmc �2 .¢�OGr� F•�, — IO2 Ot-) Z,c €- T -v % 7v F LT.LSUV��U�1EEW�UVQ_ _ 3- T' RUCTU' ' :,1L C/r,1LCVLG,1TOOUVS :. CML • STRUCTUrM _. , _..... A (916) 872-0254 - FAX (916) 872-9331 . Bt DATE: oZ SHEET No. S OF ¢' 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969' CHECKED BY: DATE: JOB No. SUBJECT: 'ABJECT: o�- 0//G�, Zig 7W as VO F LTENMMEER0M CML • STRUCTURAL �._ ...-.._ . (916) 872-0254 FAX (916) 872-9331 5190 CLARK ROAD, PARADISE, CALIFORNIA 95969 fWBJECT: ,8G OCA/.UCS' 2,< 4 srr"�s STRUCTURAL CALCULATOONS BY'7— DATE: /I OZ SHEET No. OF T CHECKED BY: DOTE: JOB No: l� SUBJECT: Coj�ST�G�T%OifJ • D�T�/� syr E %z osa eoof syr r i ex 414) TOE AWZ.S To Zx �Cr4�T s e- ACC40 . l6oL r tl,, ..... 11- �-6rwl' 3 3 a (Hiv.� xi�oE st/EA� e., pIES f' l2 0 • c. FyEL,p S;Ve.f.�e Ta555:7-Ale- ;z 555:7- F/G. BRACED WALL SCHEDULE - "CIRCLE" SYMBOL ON PLANS A. 7/16" x 4' x 8' LP ORIENTED STRAND BOARD (SmartPanel Siding) W/ 8d @ 6"/12" (ICBO REPORT NO. NER - 124). MINIMUM PANEL WIDTH OF 4'- 0" OR AS NOTED ON PLANS. SEE NOTES BELOW. B. 1/2" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @ 7" o.c. MINIMUM PANEL WIDTH OF 8'-0" ON ONE SIDE, OR 4'-0" ON TWO SIDES, OR AS NOTED ON PLANS. SEE NOTES BELOW. C. ALTERNATE BWP - 3/8" PLYWOOD CDX OR OSB WITH 8d @ 6"/12". HD2A HOLDOWN ON 2x OR PHD2 ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. MINIMUM PANEL WIDTH OF 2'- 8" OR AS NOTED ON PLANS. SEE NOTES BELOW. NOTE: 1. CONTINUE WALL SHEATHING OR SIDING DOWN TO SILL OR FOUNDATION PLATE. 2. ALTERNATE BWP SHALL BE SUPPORTED DIRECTLY ON FOUNDATION OR ON CRIPPLE STUD WALL OF 14" MAXIMUM IN HEIGHT. 3. SILL PLATE TO JOISTS, RIM JOISTS OR BLOCKINGS WITH 3 - 16 d @ 16" o.c. 4. FOUNDATION PLATE TO FOOTING WITH 1/2" DIA. A. BOLTS @ 6'- 0" o.c. OR 2 - A. BOLTS MINIMUM. USE 2" SQ. x 3/16" THICK WASHERS W/ ALL A. BOLTS. STRUCTURAL NOTES: 1. USE 1/2" OSB ROOF SHEATHING WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD. 2. 2x EAVE BLOCKINGS WITH 3 - 16d TOE NAILS TO TOP PLATES AND BEAMS. 3. DELTA Q INDICATES SHEAR WALL PANELS OF 3'- 3" WIDTH MINIMUM W/ 7/16" OSB SHEATHING AND 8d @ 6"/12" NAILING. 2 - 1/2" DIA. A. BOLTS AT EACH PANEL (2" SQ. x 3/16" THICK WASHERS). HD2A HOLDOWN ON 2 x OR PHD2 ON 2 - 2x EDGE ( KING ) STUDS WITH SSTB 16 A. BOLT TO FOOTING ( USE 5/8" DIA. THREADED ROD AND COUPLER NUT EXTENSION OF SSTB A. BOLT THRU FLOOR SYSTEM). CONTINUE WALL SHEATHING TO FOUNDATION PLATE. 4. PORCH BEAM TO TOP PLATES AND BEAM TO BEAM WITH LSTA12 STRAPS. GENERAL STRUCTURAL NOTES 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. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. _ 3. 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. 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. 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. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. 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 NON BEARING 2x STUDS, 2x BLOCKINGS - D. F. STUD GRADE 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 11. 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. 12. 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. 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 15. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2000 PSI MIN. IN 28 DAYS, 16. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 17. SPLICES IN CONTINUOUS REINFORCEMENT SHALL. BE 30 BAR DIAMETERS OR 24" MIN. 18. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. u 1�1 • To LARRY PAIlEER NOV 2 2 2002 RUM To ciao EH SITE PLAN REVIEW APPLICATION Date: / / %t/0 Z_ Permit Number (if applicable) 02 —.�`�� S7 AN _0C 6- J-3 0—c) a-� APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: G v 5 ?-a1J64YZ CT- �R"l_-7 Jq CA g595Lj95!5 7 8`?3< -�ooS SG2lPPS Ci Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile'Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Ot r Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES WFORMATION (For Staff Use) 9 Approved ❑ Conditionally Approved ❑ Site Plan Stamped Approved By ❑ Resolve Problems Prior to Approval Date )) -'1'5— 0 rL Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 11 Snow Load Area: - 2-CrZY0 -rC> Z5M -f-r' is ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a h • Flood Zone: j • Flood Panel No.: Index Date: 6- 8 ElSacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------_____---------------- ----_----________---_____--------- ------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: R Applicable Building Setb ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. n U Page 2 of 5 N Hing Code S ets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. n U Page 2 of 5 N Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * 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 n Deeds: 1-1 Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Ga Subdivision Map/Parcel Map: FA Zfi j>> l66 GS It- H Map Date of Recording: )0-2.-7— "11 Lot: ) -19 ❑ Use Per Use Permit Permit Number: Book: 3 Page: (69/7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 L� ❑ 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 P� must be prepared by a registered civil engineer or other qualified professional and 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 roa El 0 Page 4of5 • x • ❑ W` • Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U.arrys\Building Permit Site Plan Reviewl.doe Page 5 of 5 Ai i WHIN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 02,3z�s 1111 Jill I'll org FA Ord Ord Recorded Official Records County Of �IUT rE CANDIRCE J. GRUBBS Recorder ROSEMARY DICKSON As•,istant 10:14AM 07 -Jan -2003 REC FEE 10.00 CONFORM 1.00 Lisa Gage 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm . operations. All that real property situate in the County of Butte, State of California, described as follows: See Exhibit One Attachec Hereto Date 1/7/03 PROP TY OWNERS: •, NVQ David M. Edgecomb State of California County of Butte On 1/7/03 before me, L. omaf —,notary personally appeared David M. Edgecouilb personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS myh\ainndd and official seal. signature (\Vy 1 Seal: g .,. .h ° L. BO n / r rr�� Comm. #1341474 11 A.P. #a QW- d SO " / `F' NOTARY PUBLIC CALIFORNIA O BUTTE COUNTY My Commission Expires Jan. 27, 2006 EXHIBIT "ONE" PARCEL I: Lot 179 as shown on that certain Map entitled, "Paradise Pines Country Club Estates Unit No. 4", filed in the Office of the County Recorder of Butte County, California, on October 27, 1971, in. Book 38, of Maps, at Page(s) 69, 70, 71, 72 and 73. Excepting therefrom all minerals, oil, gas, asphaltum, and other hydrocarbon substances, lying below the surface of said land with provision that any and all the mining operations shall be done from orifices outside the surface area of the land herein described, and that no damades shall be done to the surface of said land. PARCEL II: A non-exclusive easement over lots A, B, C, D, E, F, G,. H, I, K, L, and M (The common areas) of said Paradise Pines Country Club Estates Unit No.,4 and the lots designated for common and recreational areas as described in the declaration of the annexation for units IV, Vi, VII, X, XI, XII, XIII, XIV, XV and the Country Club Estates Units No. 1, 2, 3, and 4. J 1V1� A Aip 04 X23 - O 2b s 'Sld�1 - i Al L A`tJ APPROVED Butte County Environmental Health SI�NERAL tTt ICT 1A1 1. THE CONTTtACT'Ott , WALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOIN SrM PRIOR TO STARTING OF CONSTRUCTION (ANY. L.t G M1� GAS EXCAVATION MR I OtMATIONS) AND THE DESIGN ENGINEER SHALL BE NOTffIED OF ANY !`1 lZ� t�LAi L DLSCREPANC(ES WTtti 'ANY WORK SO INVOLVED. 2. DETAILS OF CONST7tUCT ION NOT FULLY SHOWN ON AS THOSE SHOWN FOR SIMILAR CONDITIONS.' PUNS SHALL BE OF '714F- SAME NATUM r 3. IT IS THE CONTRACT0K S RESrONSIBIUTY TO COMPLY WITH THE PER THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CAL[FW SECTIONS OF �QUUtE1�tFJJTS. 11S >KEY AIPLY TO TRIS PROJECT. THE DESIGN ENGINEERORNIA AND ALL OSHA 1V �l_ DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONACTOR'S FAILURE TO THEiE OWNER THESE REQ(AK�NfS. T'RCOIaLY WITH 4. ALL PHASES OF WORK SHALL CONFORM TO THE MlNIHUM APPUCABLE EDITION OF UN*STANDARDS OF THE LATEST W(M' BUILDING CODE 5. THE CONTRACTOR SHALL DE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF I ALL FORMS, DRACINCS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF TTHt DESIGN ENGINEER. APE�v�� � D PORTIONS OF THE STIWCTURET,�,ND t A!, THE LOCAL BULL. PORTIONS OFFICIAL WITHOUT REVIEW AND 7. FOUNDATION DESIGN IS BASED"ON { (NO SOILS REPORT).. ALLOWABLE SOIL BEARING PRES! tM OF 1500 rSF + t. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADIE AND CHANGES Lw ELEVATION SHALL B MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MM. WIDTH. CONTINUITY OF FOOTING E REiNFORCNG SHALL DE MAINTAINED. !. ALL SAWN STRUCTURAL - - M MEMAND 7 SHALL BE OF BE&S' UlK GRADESES THEIR. FAS A AS TENING SHAD, CONFORM TO UBC AND 2x it 4x FOLLOWS. UNLESS NOTED OTHERWISE: NON B�R�NG 2z STUDS. 2z BLOCKINGS • D. F. NO. 2 EXCErT , 10. ALL WO DIRECT CONTACT WITH - D. F. STUD GRADE WT•H � OR IN CONTACT WITH CONCRETE SHALL BE PRESSM TRE41 D HEM FIR�OR FOUNDATION GRADE REDWOOD. 'q) !).PLYWOOD %iE#1MW SHALL C ,FORM' TO AFA U.&.PRpDUCT STANDARD rs 1-fS AND OSS A�2CN 1 SHEATHING TO APA% U.S. PRODUCT, STANDARD PS,2-n SHEATH" FACE GRI;ADUPMENDICULAR To. SUPPORYS ( 'C0 LI E SHALL BE PLACED WITH r 'SN�LF DIAGRAM CASE. ,1 . WITH TABLE 23.0-H OF UDC . 12. WOOD NAII,M SHA ME •NOTED OTiIlkWISE. Pint T STH COA ON WIRE NAMS OF SIZES AND TABU NOy23-p, -J,OE U C..Wu MORE SPECff ! NAILIN NOTED ON , PUNS FQUiYJ1LE�i1" 4 f AM416TI W APPROVSD By 1CSO MAY R! USED. Cj f J is 13. MRAL "' CON EOW iMOIFA, ON'4,.AKS' ARE AS MANUFAMJ= 'BY SIMPSON STRONG•TTE ' C"ANY. EWVAUW CO3VeCTM APPROVED sY' ICEO MAY BE USED. 14.ALLF� • ANCH01t. LAG AND MAC jM, IMI TS ,SHALL CONFORM 7 o ASTM. ,NOL ItF.QUIRFMMMt Is. TILE '11LTT1IATE CO _._ RttItESStlI)r !'nmoTH Of CONCRETE SHALL BE 2000 PSI MIN. IN 211 DAYS. 1 .16.REINFORCJNO STEEL. SHAD Cwmm TO,AEQUOtDAEN S OF ASTM ASIS. GRADE 40.` ..''17 -SPLICES IN ° CON ►'/NUOUS �ORCEMENT, SHALL BE 30 BAR D �x Jt: HALL RCJNG, DOW£L3, ANCHOIL s�,7s; ASS. EM TO BE DOlt� SfIAII, BE $ECLt)<ELY IbstnoNEu f F.FORB• PLACING Of, CWCAM A ST1-L- 1 T IRAI�trAT,�;;• • USE If2" OSB. ROOF 0WATHING Wl`TH W 0 6" O.a EDGES AIQD 12" �.e FIELD.:. DEE SNt $ �'-3► zx EAV I LOCK040S WITH 3-'Iid TOE NAILS TO DIri.TA_ PiATT AND BEARtS, 1 W! 7/ti4AD ND1l.AiES 3HEAIt WAty'PANi1S OF 3'-3' WIDT MIN1M[IM ' SflEATT;INO AND lit e i 1J2' NARING, 2 - I tr DIA. A. BOLTS -AT _ p , +IiCTi PANEL (2'" BQ• z 3116" THICK WASHERS). HD2A HOL.DOWN ON 2 z OR THb2 OL'e �t 6 OK 2.2x EDGE (KM) STUDS WITH S3TB16 A DOLT TO MOWN NG N 2 x Sit" DIA:' C Hl 15 JIOD AND COUPLER NUT ION OF SSTB A. DOLT THRU FLOOR CONTINUE WALL BHFilTMG *FOUNDilTION PLATL 4.. PORCH BEAR f TO TOP PLATES AND REAR( TO BEA)►I WITH LSTAI2 STRAPS: V r V C C V Ji TO EL TME ENGINEERS NEER S SEALAND SIGNATURE URE ON THESE DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINED IN THE , STRUCTURAL `-CALCULATIONS ONLY - CONSTRUCTION DETAILS AND ASSEMBLIES NOT l SPECIFICALLY DETAILED ON THE APPROVED IR FESS/ON,� DRAWINGS ARE THE SOLE RESPONSIBILITY OF �p %y !F THE BUILDER. STRUCTURAL CHANGES REQUIRE ' I£NVIRONMENTAL HEALTH REVIEW AND- APPROVAL BY THE ENGINEER o. _� ._..._._..__ NOV 2 1.2002 R C E 32434 b�.t�Skl Z„ Reg. ExpiresJ'J CIV% ._ CHICO, CALIFORNIA 12 - 31 - 2004 \IF OF CAl%F��� tco Lo JIk- sRACFD Wwt �: SCHEDLn i< "CMCt Z RXHOM nu utm A. 7/1c'x4"t,..Lr 01 UENTED STRAND PE ( roRr-NQ• NER-u4 NEL, Puler Ski) W/ 1w ® P112" �V iE.eti:{ 304 �-1�R� — r�`' SEE NOT$s 1tAAW. 1• >MIN1MULi PANEL WIDT; ( 4•- 0". Ot AS NOTED ON V t=tV �v�JY . :. : •. Mum Z3,E V �:�a , s. IR" OYPSUM WARD W, U OOOI-ERS OR sn" GYPSUM WARD W/ N MUJI11" PAN&, iYIfyIH OF t--0" ON OM SIDE, Olt 4--0" ON TWO ZIDES, OR A®NOTED 4 ON n•AW-C. •SE",NQT>r! JiEJ OW.. ALTERNATE i"3/=" RLV*,D p .'ON 2x ort f�1ftbm 2-2x M On WITH.tr 9 C-112". HD2A HOLDOWN ' Sams W/ Mal A. BOLT -To FOOTM. MMMUM TANEi,' lMIDTH IIF 24 -r -OR AS �ipT'£p:OI�L r1�1NS. SM NOTES, BELOW. f)IiiE. 1. GONTNw`wA" SHEArI W OR G DOW,To SIA. OR.#pUNDATJON HAS- ` 2...ALT9#^Tf BWP SHALE. a' CR1P , STUD • WA�,J- 'I�" �QR2�'OAtECIi.Y ON F•OUNDAi7ON 01l ON:' 3: SHL OLATE,TO )WIT, 7Rt'1ft.lip(iHT., f IOLSTB OR gpCtcJt+iGS,WIT H'3 itt li'�.c 4. fOUfypAtlOrt MTE `7iS FOOTDNQ : WET H • 1/Y' DIA 2.6-`M"Irs; UST: 2' k1.1i0LTS 4' ' 0'- OR'. �Q. x 3/IS" TitICIC WASI{BRt 1V1 ALL A. BOLTS, 1 2/�