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041-620-024
,NCFr PERMIT NO. R4 e, 4( 6'j G'tiltc ro&_ — f 4� RESIDENTIAL 041-620-024 03-3623 FIISCHER, KENNETH &LAURA F SIERRA DEL SOL, PARADISE `Cont: OWNER NSF PERMIRE EWAL /f DATE: a I /J/� ✓a$L . i3 �� BP# C� EXPIRES:- �3Ial 166 "7 e -1£J e i O SPItCIAL CONDITIONS 11 CHECKED BY "SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER OFFICE COPY l Address ^ za�/%� / �L S(/Ci •i GAS Meter By - Datez�a-o' M ELECTRIC Meter By Date j JOB FINALED (Date) Signature i �ol� J=OK 0 = Not OK Not + = NotReadyable MISCELLANEOUS MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/0 -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date- 11. Card B-1 Date -Card B-1: Date MOBILE HOME INSTALLATION (Plans) OK except #'s Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test- Demand -Valve -Connector Card B-1 Date Card B-1 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 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 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 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date Cil\ UNDERFLOOR (Plans) OK except #'s 24 X., Main; Soils -Elea GW6.-/, ' Ftg. Depth 3. F ., Garage; Soils-Steel-Elec. Gr d.-/ /" Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5 _ rtlwalls, Main; Steel-Blockouts-Wrapped 6ac;9old Downs and Special Anchors 7. Slo, Steel -Wrapped s -Fire lace 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. mums & Ducts; Clearance -Material -Support -Ins. Viers -Sills -Anchor Bolts-Joists-Vents-Crippies 1 e Access & Ventilation 16. Insulation Date and B-1 Date Card B-1 Date i and B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Test Fittings & Anchor -Nail Protection r ower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card -1 ` Date Card B-1 Date LE L (Permit) OK except #'s / - -2+.0'FXWre & Transformer Clearance -:Ins. Protectio 21<3_9c. Receptacles Spacing -Light at Doors S' 6Boxes & No. of Conductor S - Romex Installed Close to Edge of 8tuds & C.J. 2 - ' . Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI 30-Su§Jeed-Wire Size/ Ag4 Cu or AI-A.C. Wire Size/ /ga Cu or Al 34 -,Range Circle/ /g C or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date FRA I G (Permit) OK except #'s 4jilXins Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) 4 :- ire Stops, Furred Ceilings-Stairs-Chasers=Tubs Headers & Beams -Size & Bearing • fi Date RAMING (Continued) 47. Hangers -Post Ca s-Anc! rs-Connectors 48. Cling. Joist-Rftr. Ties- Purli -Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A"Flue-Fireplace Throat Clearance 0 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors-SillHt. imensions_. 5 • ge Fire Protection Frami -RC Mannel �_- 53. Property Line Firewall & Openings 5j/Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5$/Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56.o'Plywood on Roof Overhang -Attic Vents -Wer Outriggers _j 57�-' ng -Nailing ee $ 5 cco M creed -Fd., s-Underflr. Access GI rea- ass Pr tection-Skylights-Plastic } O6X4hear wao^ailirigeSolts Wgrace Interior/Ekterior Wall Panels 2.10,05& f .. Insulation -Walls -Ceilings - 63. Infiltration-Walls-Wi o6ws Date •O't Card B-1 Date Card B-1. _ Dat tr Card B-1 Date Card B-1 Date FI (Plans) OR e ept #'s Ext. Steps -Door & Sidelight Protection -Landings 45/§moke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 7 jpledroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels qbl Stairs & Rails replace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. <#t Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7/A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Ab.; Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearan otpd un52r Floor O Yes F ing Ins ./Drive Ves No/Walks O Yes No/Planters O Yes 8,No ucco , own-Fi h C. Unit Disconnect, Electrical -Plumbing ,Vhents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 9 Glass Protection rrections from Previous Inspections as Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval ILK Energy Compliance Certificate -Other Certificates 44 Address Posted ire Sprinkler Date `�y ,<-Card B-1 (h f T Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 32. Service -Riser Conductors & Ground Main Disconnect 33.E . Clearances Panels-Motors-Mech. Equip. I thes Closet Light -Shower Light -Spa Light 3 . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHAYeAL (Permit) OK except #'s 3 ucts Insulation & Support en an, Ex ust above insulation 38,,eondensd Drain & Overflow, Size & Grade 39. Furn a -Vent Access. Comb. Ait-Return Air Vent 115 Outlet Date X10. is Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card'B-1 Date Card B-1 Date FRA I G (Permit) OK except #'s 4jilXins Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) 4 :- ire Stops, Furred Ceilings-Stairs-Chasers=Tubs Headers & Beams -Size & Bearing • fi Date RAMING (Continued) 47. Hangers -Post Ca s-Anc! rs-Connectors 48. Cling. Joist-Rftr. Ties- Purli -Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A"Flue-Fireplace Throat Clearance 0 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors-SillHt. imensions_. 5 • ge Fire Protection Frami -RC Mannel �_- 53. Property Line Firewall & Openings 5j/Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5$/Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56.o'Plywood on Roof Overhang -Attic Vents -Wer Outriggers _j 57�-' ng -Nailing ee $ 5 cco M creed -Fd., s-Underflr. Access GI rea- ass Pr tection-Skylights-Plastic } O6X4hear wao^ailirigeSolts Wgrace Interior/Ekterior Wall Panels 2.10,05& f .. Insulation -Walls -Ceilings - 63. Infiltration-Walls-Wi o6ws Date •O't Card B-1 Date Card B-1. _ Dat tr Card B-1 Date Card B-1 Date FI (Plans) OR e ept #'s Ext. Steps -Door & Sidelight Protection -Landings 45/§moke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 7 jpledroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels qbl Stairs & Rails replace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. <#t Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7/A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Ab.; Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearan otpd un52r Floor O Yes F ing Ins ./Drive Ves No/Walks O Yes No/Planters O Yes 8,No ucco , own-Fi h C. Unit Disconnect, Electrical -Plumbing ,Vhents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 9 Glass Protection rrections from Previous Inspections as Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval ILK Energy Compliance Certificate -Other Certificates 44 Address Posted ire Sprinkler Date `�y ,<-Card B-1 (h f T Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • • • CertainTeed M Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation �s e� Homeowner Name / Jobsite Name ��3,�_ a/ -So Home Add ess kf Installer/Contractor (sign) Company Name 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.. INSTALLED 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. fL of installed insulation should not be less than: Obs.) Should not be less than: (n.) 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 101h 22 13.1 77 0.353 9 19 1 11.1 90 0.301 73/4 13 7.7 129 1 0.209 51/2 11 6.6 151 1 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. 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 02003 CertainTeed Corporation 10/03 r R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 ( BAGS USED BATTS/ROLLS (✓) c, CEILINGS 8 Jz WALLS V FLOORS 9 / 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 02003 CertainTeed Corporation 10/03 r r Manufacturer Insulation Fact Sheet Certainftedll This is CertainTeed Corporation Insubafe 4 �;,TftdBl sm.. uw • Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 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. 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.) 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 0.418 10'2 22 13.1 77 0.353 9 19 11.1 90 S ! 0.301 73/4 13 7.7 129 ( 0.209 5'2 11 6.6 151 0.179 R -values are determined in accordance with ASTM C 687 and 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. Based on a design density of 1.6 pcf/25.6 Kg/m3. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM 4 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 installe 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 5Y2 16 19.8 51 0.533 4 15 17.9 56 0.483 31/8 14 17.3 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. To get the marked R -Value, it is essential that this insulation be installed properly. �I COUNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT - O3"31-0�' ASSESSOR PARC0. t r' , Q43 /,, ^ '-I o�LJ U D� G BUILDING PERMIT OWN R A TELEPHONE (o SQ FTCC. BUILDIN &%Q5 ON . OWh 7AC SS S."q? 0 r is U I CONTRA R'S NAME TELEPHONE CONTRAC OR ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ .r ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDREA s`'f.¢3 Energy Plan Checking Fee $ PERMIT FEE $ Q , LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other0 Describe Work: T;�=J ey" It— - I'� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 800VOR LE Main Service 20 OA 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, ( 9 ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penaltyof perjury Nthat I am exempt from the Contractors License LawjoAhe following reason: Cr t, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation ne hundred dollars ($100) or less.) 000 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to theCV1 w Tkers' compensation provisions of section 3700 of the Labor Code, I shall f rt with comply with o e provisions. _ X Date 1�-�� Sig ur of Applican - ner ❑ Contras or ❑ Agent An SHA permit is required for excavatio over 5'0" deep and dem i 'on or construction of structures over 3 tories ' ig Receipt No. Main Service 200A To 1000A 46.00NEW CONST. DWEwNG OCCUP. SO OR ADDNS.gas, 3.5¢x: NEW CONST. MULTI-0UTLET NDN•REsID. @7.50 POWER APPARATUS 8 SINGLE 011fLET CIR. Ex. OCCu OUTLET OR FDMRES B20 @ I.00 . FlXED APPLNSORI Ex. Occup. RESID. E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating 10— L Cooling Z�_ 10 Hood 6.50 Ventilation -OD Q �� Cc PERMIT FEE $ t Mobile Home Installation Fee $ Energy Inspection Fee $ 14 TOTAL FEE $ k;L HAZ. D ES MP C F p HD ISSUE This permit is hereby issued under of the Butte Co ty Code and/or in a a ve of which fees have PERMIT EXPIRES ON 3 the applicable provisions Resolutions to do work been paid. I Date �� Date WHITE-D.D.S.-B. V- O P)LI44Y EC OLDENROD-APPLICANT A Jim COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEE I - BUILDING DIVISION PERMIT NO. 7 County Center Drive Oroville, California 959 one (530) 538-7541 ev..12/96) PPLICATICNAN® E ISI lZONING BUILDINGPERMIT ASSESSOR PARCELNUMBER . ��_ �a NONESO. FT. OCC. BUILDING VALUATION ow OW S DRWS TELEPNONE --� ac fill c`ONMtA=R CONITLCTOR'S M40.1NG ADDRESS CONST MON LENDER (LENDER'S MAILING ADDRESS ARCNRECT OR ENGINEER ARCHn= OR ENGINEER'S U4LM ADDRESS W DINGADORESS cASP6 i7EL InTNa © sUBDIV6lON5 14 pl 5 6 b (� USEOFSTRUCTURE SF2\ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New/0+ddition ❑ Remodel ❑ Uliffm ❑ Installatim Describe Work: Fire lace Total Valuation UCENSE NO. Fifina Fee Permit Fee Plan CheckingI Energy Plan Ch PARCEL WAP PLUMBD Z Z� �. Each Trap Solar or heat pi Water piping sPEeo-r Each gas water Gas piping syst ❑ Other ❑ Building sewer Mobile Home S vU uw - ee $ joking Fee $ $ PERMIT FEE $ a PERMIT m p water heater C heater or vent m 1 - 5 outlets PERMIT FEE S ELECTRICAL PERMIT R UBi6 Main Service OOOV Ozow ' m _ Main Service ( 2NA TO IMA new __'. mwww., E i D $ r7 / _ 3� NON RESID RM1G PER as �DVPM1ET d0. Ex. Occup. OunEr OR FDDURS FDD APPUS. OR Ex. OCCU OUTLETS 10. E0. -- Temporary Service D Mobile Home Facilities Misc. Wiring PERMIT FEE MECHANICAL PERMIT O Q $ Heating, Cooling Hood $ Ventilation 6 J-- /I sr ertT cot ala 6, 3� AMOUNT RECEIVED $ l 1 DATE RECEIVED • 20.00 icing Fee 20.00 7.00 j rj 23.00 15.00 f t7- 15.00 15.00 15.00 @20.00 /p51 g Fee 20.00 46.00 Mobile Home Installation Fee $ u En rgy Inspectin Fee $ CO TOTAL FEE $ MAL 10. FEES AT FLOO- D/tFr Ii/1 ND] ISSUE 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 bee �id. (�J 0?) 0J - By Date DFRMIT EXPIRES ON fit BUI-It COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District P J Building Department No. A.P. liu-inber Jurisdiction: city County Property Owner Property Location/Address /Uj At J 2 1/ Ca��Lot No Subdivision Residential Development lofUving Q .................. .... ...... ............................... ....... .......................... Sq. Footage I� Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) .......................... . ............................................ ! ....................... . ... Deed Restricted Sq. Footage 67 (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial New Addition (City) Sq. Footage (Including Exterior Roofed Areas) Date )Identfcati6n' No. School District certifies that, (Applicant) !®� - + % cam., . D dress) (Phone Number) has complied with the, requirements of Resolution No. square feet. Representative (State) (Zip Code) by payment of $ �"26 $ FULLMM F GATION $ Date/ Paid by Check #Remarks: ' — ". . - Notim: Youmay protest the Impositionof theftes IdeMifled above by submitting a written . protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date ton we paid. Failure to submit a timely written protest vAll'pmh#* you from challeMing the Imposition of the hes In any court ectImL K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Ceftificallon Form, the School District Is nodfled by the applicable Local Planning Agency that Oft project b being edew under the CdftmlaEnvinmnmvWQuidityAct ( thisp -1a c may be subject to additional school fees to fully nftsft.ka Impact an the school dWbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.)b (10/03kftmn r.-y-.�,�, vY r� r••r,x�+r.:n.-, rri�,..Y.�-..'�..�-Ji�r,.Y-„�,.. .:�,,.-.-.�.., ... .-. .«.. ••r ,,,sti.5+.�,-,. _r�,�! , 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:`` ^ .`. ASSEORSSPARCEL NUMBER ms's •,.,.�•i. ' 7 °F'"roposed'Biil ding Use:i� Counter Technician: Date: Mems required in order to apply for a permit. All boxes MU511be checked OR marked NA in order toUply. 1. Site plans, -3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.,w 3. Engineered plans, 3 or 4 sets, with wet signature on'plang AND 15 ets of stamped and signed calculations, S4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C)'Floor'Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C).Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ;.�•� 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. Ay ,{ f ° Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ............................... ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form ................. ....'.......................................................... ❑ 13. Fire Sprinklers............................................................................................ 4. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by WA - 15. Other I aining items needed to issue the permit. (May require additional plan review upon receipt of thglaffAing items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ I 7Statement of Intent for Non -heated and A/C Buildings ................................... ''• I 8. Sanitation and site plan approval from the Environmental Health Department in ❑ 19 of Chico Plumbing permit .........................�7....................................... % California Department of Forestry plan approval paid. Sent by: /J'JLTS. ��-.u• -03 ........... . 1. Planning approval for (A) Use: D9 (B)Parking: (C) Parcel Check: 1T i, 0 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... NPDESForm.............................................................................................. 24. Encroachment Permit for driveway from the Public Works Dept......................./Z."Ib-03 ►ham ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. 28. Owner -Builder Verification,iven to owner, ❑ Mailed to owner) ..................... ,� 9. Letter of Signature authorization.................................................................... A� 3 . Recorded copy of Agricultural Acknowledgment Statement .................................... a-3/ ❑ Manufactured home utility clearance............................................................... ❑ 2. Existing violations and/or expired permits......................................................... its 3. ❑ Grant Deed, ❑ M."itle/ment of ;` Letter from Legal Owner, ❑ Check to H.C.D. $ 4. Other: n issued Telepho o an o �o rkun I have been i7fo of the above itemsr11 requir0ents for obtaining a building peroit. Applicant: /(.A_ Da 1 U 1. Index p appli ation for the above items mbered: Plan Check Letter 2. Addition items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou er, by as Date: Contractor, designer, owner, dvised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: fem> Date: Plans approved by: 4 A Date: Structural reviewed by: Dated Structural approved by: trDate: 02 4-Ato Note transfer by: Date: Yellow: Building Division :.•r• c.M;:. 4 E.M. USE 0 Y Not Ran Attached looa Anachod S 1Vl oert too S.D.B./ TO: in Depar ent C FROM: Environmental He h SU CT: Sanitation Clearance Fi-S e [AIA G�A Oy I --(�2c� - a Vn C - Owner location AP# Plan Approvefijo(� Sewage Disposa� �1jNatef Su ffly: Public Oar p Private Well 1. Clearance for t"weVing. Other final for: ' Final cleara O.K. f r: NOTE: En 8/96 cialist Date 7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 l OWNER PROPOSED/BUILDING USE SCHEDULE OF FEES DUE 1. BUILDING PERMIT FEES Balance Due ....................... $ / A.P. #60 &,)b. CJ,;k DATE RECEIPT # DATE REC. 1P Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ...$ - l 2. SCHOOL DISTRICT FEES,ZC5�Y-G �1�J Null (paid at District Office) (Available after Plan Check) C ,u evil '4O 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $� �fLLW 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 may be changed APPLICANT 39 gZ�, /I n, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees plan checking Urglcess. DATE Pursuant to)Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: ,VJ Fn M'� U By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of gradiggg pd/or other permits, or other sanctions provided by law. Signed: a JC Title: -6 Date: - a � O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received. ( 1.) I personally plan to provide the�or labor and materials for construction of the proposed property irev; t : YES 19 NO ❑ I HAVE NOT ❑ signed an application for a building permit for the proposed work - 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUAM R: — DATE:Y) A\ — NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER MTORIVIATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or hei name. -Contractors are required by law to be licensed and bonded by the State4of California and to have a business license from the city or county. They are also required by law to -put their license number on all permits for which they. apply Y If you pplan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following'informatioii for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work. (including materials and other costs) is $300' or more for the entire project, and such persons are not licensed as contractors or subcon'tiactors, then. you maybe an employer. i, ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are ,subject to, several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation'contnbutions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if YOU -wish, the U.S. Small -Business Administration); For more specific information about your obligations under State Law, contact the Department"of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, propertyowners who are not licensed contractors are allowed to perform their work personally or through their own employees,: without a licensed contractor or subcontractor, only under limited conditions.- A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit,' erroneously implying that: the property owner is providing.his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE: . This Owner-Buaderinf"madon is required by Section 19830 of the California Health and Safety Code - SITE PLAN REVIEW APPLICATION Date: Permit Number (if applicable) APPLICANT INFORMATION Owners Name: r l S H AP# Bin Number Parcel Size: N1� �TI-3 01-11- X20 A _ ,'3C) A L Owners Address:� ,C�f`3US X (a - GA 959(07 Telephone No.: Situs Address: S l Etz,l26 2�e L -SOL, Proposed Use: 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 Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 13 Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date ) Q -- Page 1 of 5 ALL ITEMS CHECKED APPLY TO'THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached' • Flood Zone: • Flood Panel No.: D 15 2 5 C_- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District"(Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: / 0 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 S 3� 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 Amount Formula ❑ 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) * Check with school district to verify actual fee if pre -application review.. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: - ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 y EE Subdivision Map/Parcel Man: G A (SL-- Map Date of Recording: 2-::21'= ©O Lot: .1(9- F] (9 ❑ Use Permit/Minor Use Permit Book: Page: Permit Number: Date of Approval:', i ti Parcel Map/Subdivision Map/Use Permit Conditions' ,t ❑ Comply with the following Conditions of Approval: ❑ .Attached ❑ None ❑' Meet the Fire SafeRegulations 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, with1ydrants that meet the Fire Departmentspecifications, serves the parcel. Wood stovesaand fireplace inserts shall be EPA approved and designed to meet the emission., ` requirements of the California Clean Air Act of 1988, as amended. ;� a ,I ❑ 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 o.f a. ressuriied waters stem or water storage tank, payment into the appropriate. Battalion WaterTender Fund may be required. s ❑ 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 •Counfy Air Quality Management District, a copy of which can be obtained from the Butte County Department . of Development Services; Building Division." 0 Engineered foundations are required." ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. a, , • Page 4 of 5 7.5 N 86-28'46" E cp 5 E 11 7 8.36' 1 15 7 - I - I � r-47.5 15' P.S.EA 15' P.S.E. 7.5- i IIF 0 LOT 19 OD 0. 29 Ac. N 88'27' 39" E - 01 127-28' ro ol m 0 LOT 18 0 —1 1 zo 0.30 Ac. 7.5 (A s 8.6-27, 00 7.515 15D.E. LOT 17 0.30 Ac. I c N 86`09'11" E 131.13' 0.33 Ac. El S 82 3br 'Y 135.51 X LOT �u 1 0.32 Ac. U., 411 O 136. C ) 0 A- LO 0,32 4 01 0 co LA 14 fn 7-1 00 15D.E. w L 0.34 cn 'iv 0 I 4 a i • s� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII III III � IIII I 2003—�m897a II III IIT I III II II Recorded 1 REC FEE 13.00 Official Records I CONFORM 1.00 CoBUTTEf CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Shawnya 11:32AN 31 -Dec -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. All that real property situate in the County of Butte, State of California, described as follows: e., &,:sC60*c)A 04C 0 a �ecc)-O� Date I Z - -SL) _ 4K=X)3 State of California ) TERESA P. 90RRA County of � � ) [J:Notary ommisslon 8 13822'•i9 Pubk-- Collfomlo On dCL'EMBfl2 3/, 0700,E before me ��(� 9. "G— Butte' Cainty nn M M. lS f-9 6ANu) atoA ��s rt�� omm. ociptam personally appeared_ _At personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)$/are subscribed to the within instrument and acknowledged to me that betsh'e/they executed the same in 1997) r/their authorized capacity(ies), and that by hWW/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 and official seal. Signatu a Seal: 1ERM P. Bow Ca iftlofl • 13809 No" F 01111110100 A.P. # *= 0Ci2s' e F— (15D (S) 9 a 10 s s F. 4M VOMIG YRAMM 3 8008 sii A23 -PF MRS, I V., riola"immoOl ASMS .9 A2393T QCSM( I nobor"Mo i omwfaco,.- 3w vwt(44 mI vwftoo st%A 6=9030890 wf wovmo WWWW - I ..0 Preliminary Report Description Order No. BU -213176-2 MV The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 18, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1 ", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF -MAPS, AT PAGE(S) 56 THRU 61. , THIS DEED IS MADE AND ACCEPTED UPON • THE COVENANTS, 'CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31., 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL N0.2000-33726, BUTTE .COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET t FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-024-000 . PARCEL IL AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT.PAGE(S) 56 THRU 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER. OF THE NORTHWEST ONE - QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY - FOR ROBERT CONWAY, FILED. IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28' 22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ=MAGALIA HIGHWAY AS SHOWN ON SAID COZi11110 1 D1 �7 f Preliminary Report Order No. BU -213176-2 'MV PARCEL III: - CONTINUED RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. F t-k� �. f Preliminary Report Order No. BU -213176-2 'MV PARCEL III: - CONTINUED RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. ;;; `-- °p RESIDENTIAL PLAN ° ` - ,. o REVIEW GUIDE o .:r#, .-," o SINGLE FAMILY, DUPLF.XAND MISCELLANEOUS ONLY Owner. Building Permit Number: 6 --3 - : 5 tP Plans Examiner-,LI/Oct 5%M)0'W n A. P. Number: 7 IOc SO 2� GENiER.-kL: -tom Zoning requirements - (number of permitted living units). a"" Plans signed by the designer. n l Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6 Building permit valuation. PLA:`: Complete parcel size and dimensions. Setbacks. side %.ard, easements. etc. Other buildings or structures. Grading. fills andior drainage. Flood hazard Special conditions on arcel Map: Noise [j SR.a Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage few ❑ Federal aid Rout_ an or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 100 104,'* of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear operable width dimension shall btt; 20". When %indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the t1cor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Ar Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not las than 7 &et measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1 All habitable roams except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a.room used or designed to be used for sleeping, purposes, bathroom, clothes closets or in a closet or other confined space opening into abath or bedroom (L;;i orm Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, Orin a room. companment or alcove opening directly into any of these (Uniform Mechanical Code seedoon 304.3). Garage firewall separation - required on garage side including supporting walls and posts (Unif0M S Code section 302.4 exception #3). -41 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building, Code section 312.4). Wood rove location - Alcove - UN1C section 203 confined space & 223 unconfined space & 30 .2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 eK. Water closet clearances (Uniform Plumbing Code 408.5). jir Shoat~r compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. $earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4. 1) Braced wall lines must be continuous throughout the structure. - 2. A California licensed architect or 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 designer's `weC.stamp, signature. registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. perestory requiring balloon framing and/or engineering. 4 Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor construction details complete enough to construct building. .8! Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Gauge door header size(s). �orclt header size(s). 411.0tj-pical header size(s). Stud heights. High expansive soil — special foundation design required. 14. R inmg walls requiring design Gypsum wallboard nailing inspection required. .1b—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 pro-Oded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. 1-T.'Elearic, 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. JEBriCELLATT,OUS ITEMS: ck tairway details — landings, rise. and run. head clearance, handrails (Uniform Building Code section 1003). uardrails (Uniform Building Code section 509). or stone veneer (Uniform Building Code section 1403). xterior plaster— weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). oam insulation — protection. 6" halls and stairways (Uniform Building Code section lOQ4.3.3.2). 1 C, aro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).nderfloor access and ventilation (Uniform Building Code section 2306.32306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. LDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions: 6. ❑ Sub -Standard Housing lever. Pzce -- ')f Y•� �r JIM PURSELL, P.E. CALIFORNIA UC. 60924 �, vdASHINGTON UC. 381 21 ? JPURSELL6DSBCGLO8AL.NET November 17, 2003 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAX (530) 534-0902 RE; Truss Design, Fisher Residence, Lot #18, Casa del Rey Subdivision I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate,. foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerelv, Jim Pursell, P.E. 34 23 COUNTV BUILDING DIVISION . . AP ROVED. q LA ' JIM PURSELL Page 1 CIVIL ENGINEER - RCE 60924 Date 11-10-03 Job Number - 103-09-226 Job Name Fisher Assessor Parcef No. Analysis CBC 2003 Dead Loads Live loads Roof: Comp 6.0 1/2" plywood 1.5 Framing 5.0 Insulation 1.0 1/2" GYP 2-5 16.0 psf. 16 psf. Walls: Stucco 10.0 Siding 2.0 3/8" O.S.B. 1.0 3/8" O.S.B. 1.0 Framing 3.5 Framing 3.5 PP Essig 1/2 gyp. 2.5 1/2 gyp 2.5 MEs A Insulation 1.0 Insulation 1.0 ��Q�� 18.0 psf. 1 .0 psf No c 0924 Floor: Flooring 7.0 s� 3/4" Plywood . 2.7 OF I -joists 1.8 Insulation 1.0 1/2 gyp. 2_5 15.0 psf. 40 psf. Lateral loads Wind: Exposure C P = Ce Cq q I where Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5 Ce I W / 1.4 R Ca= 0.36, I = 1, R = 5.5 / 4.5 Soil Bearing: 1500 psf. Friction = 0.25 Lateral bearing = 150 psf/ft. �Ll / G rb _ G3 _Gy MkAY- = ��G�3 i- - �6GS�r-Id -3/06 b - { jj - Z. %A �' y �✓/.mow C>�V�) )c 3 �"c vev �Gcx�;Z UA FMIR GM - <XtPP[..S— Waz L_ , �'i� . F7'A)G FlTlo� f�W 77 6'i� 7bG ChAYL Con/TINv� Cj n ci3c !63:3. 2• S Fisher Lateral Analysis Seismic Roof Weight: Pitch = Rise:Run 6 : 12 Page 11 Pitch Factor = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12.x 1177 x .16 = 21055 Wall Weight (stucco): Wall: Windward - Improtance Factor I = 1 Wall O (main floor) (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + (Coef.) (Coef.x A + Coef. x A) Wind (lbs) 533 x 17 = 9061 Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) ° (lbs) P(30)= 0.76 0.3 88 - 0.7 88 14.5 1 = 970 P(25)= 0.72 0.3 60 0.7 : 96 14.5 1 = 889 P(20)= 0.67.0.3 14 0.7 -24 :14.5 1 = 204 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Seismic Roof Weight: Pitch = Rise:Run 6 : 12 Page 11 Pitch Factor = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12.x 1177 x .16 = 21055 Wall Weight (stucco): Wall: Windward - Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) 533 x 17 = 9061 P(30)= 0.76 0.8 0 0.5 0 .14.5 1 = 0 Soffit & Gable Stucco: P(25)= 0.72. 0.8 36 0.5 0 14.5 1 = 301 (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.8 120 0.5 120 14.5 1 = 1516 270 x 10 = 2700 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Coef.) (Coef.x A + Coef. x A) (@75) _ Ca = 0.36 Total Wt.(Ib) 0.76 0.8 0 0.5 0 14.5 1 P (main) 3879 / R = 5.5 . W = 32816 0.5 0 14.5 1 = 0 P(20)= '- (wood) 14.5 1 =. .0 P(15)= 0.62 0.8 336 0.5 140 Base Shear (lb) 1 = 3046 WIND GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 3836 Wall 0 (cripple wall) Wind Roof: Windward - Leeward q I P (Coef.) (Coef.x A + Coef. x A). (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67.0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62.0.3 .0 0.7 0 14.5 1 = 0 Wall:. Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 =. .0 P(15)= 0.62 0.8 336 0.5 140 14.5 1 = 3046 P (cripple) = 3046 P (Total) = 6925 SIESM/C GOVERNS Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 533 x 17 = 9061 Siding 460 x 10 = 4600 Floor Weight: (Area)x(WQpsO) = Wt.(Ib) 1074x 15= 16110 Deck Weight: (Area)x(Wt.(psf)) = Wt.(lb) 342 x 8 = 2736 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 32507 (wood) Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 3800 Total Shear. V 76 5/ Fisher Lateral Analysis P (Total) 7456/ WIND GOVERNS Wall 2O (lower floor) Wind Roof: Windward Improtance Factor I = 1. Wall OZ (main floor) P (Coef.) (Coef.x A + Coef. x A) (c@75) Wind (lbs) P(30)= Roof: Windward Leeward q 1 P P(25)= -(Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 170 0.7 200 14.5 .1 = 2105 P(25)= 0.72 0.3 205 0.7 153 14.5 .1 =._ 1760 P(20)= 0.67 0.3 41 0.7 27 14.5 1 = 303 P(15)= 0.62 0.3 0 0.7 0 14.5 .1 = 0 Wall: Windward Leeward q I P P(30)= (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8. 30 0.5 0 14.5 .1 = 264 P(25)= 0.72 0.8 52 0.5 0 14.5 1 = 434 P(20)= 0.67 0.8 205 0.5 205 14.5 :1 = 2589 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Total) 7456/ WIND GOVERNS Wall 2O (lower floor) Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 0 P(25)= 0.72 0.3 0 0.7 0 14.5 .1 = 0 P(20)= 0.67 0.3 0 . 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62, 0.8 369 0.5 0 14.5 1 = 2654 P (cripple) = 2654 WIND GOVERNS Page' S Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib): 1.12 x 2104 x 16 = 37637 Wall Weight: (Area)x(VVt.(psf)) = Wt.(Ib) 655 x 17 = 11135 Soffit & Gable Stucco: (Area)x(Wt.(psf)) = Wt.(Ib) 320 x 10 = 3200 Ca = 0.36 Total Wt.(Ib) R.= 5.5 W = 51972 (wood) Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 6075 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 275 x 17 = 4675 Siding 250 x 10 = 2500 Floor Weight: (Area)z(Wt.(psf)) = Wt.(Ib) 840 x 15 = 12600 Deck Weight: (Area)x(VVt.(psf)) = VVt.(Ib) 306 x 8 = 2448 Ca = 0.36 Total Wt.(Ib) R=5.5 W = 22223 (wood) Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 2597 Wall A) (main floor) Wind Roof: Windward Leeward q I Fisher Page Lateral Analysis Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 53 Wall l`2 (cripple wall below lower floor) 14.5 1 = 376 P(25)= 0.72 0.3 75 0.7 0 14.5 Wind = 235 P(20)= 0.67 0.3 20 0.7 0 Seismic Roof: Windward Leeward 0.62 0.3 0 q I P Wall Weight: (Area)x(Wt.(psf)) = Wt.(lb) Wall: (Coef.) (Coef.x A + Coef. x A) (@75) I (lbs) Siding 385 x 10 = 3850 P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 0.5 12 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 0 0.7 .0 0.5 0 14.5 1 = 0 405 x 15- 6075 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) - 120 x 8 = 960 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs). Ca = 0.36 Total Wt.(Ib) P(30)=: 0.76 0.8 0 0.5 0 14.5 1 = 0 R = 5.5 W = 10885 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 (wood) P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 Base Shear (lb) P(1.5)= 0.62 0.8 287 0.5 0 14.5 1 = 2064 V = (2.5 x Ca x I x W)/(1.4 x R) = 1272 P (cripple) = 2064 SIESMIC GOVERNS (niAG1.. MAT'S NWIMv�1 I3Rf In9�, RJi�(Utl�ceI TS. Wall A) (main floor) Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 53 0.7 26 14.5 1 = 376 P(25)= 0.72 0.3 75 0.7 0 14.5 1 = 235 P(20)= 0.67 0.3 20 0.7 0 14.5 1 = 58.3 P(15)= 0.62 0.3 0 0.7, 0 14.5 1 . = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs). P(30)= 0.76 0.8 12 0.5 12 14.5 1 = 172 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 100 0.5 0 14.5 1 = 777. P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(lb) 1.12 x 1168 x 16 = 20894 Wall Weight (stucco): (Area)x(Wt.(psf)) = Wt.(Ib) 440 x 17 = 7480 Soffit & Gable Stucco: (Area)x(Wt.(psf)) = Wt.(Ib) 344 x 10 = 3440 Ca = 0.36 Total Wt.(lb) P (main) = 1618. R = 5.5 W = 31814 (wood) Base Shear (lb) SIESMIC GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 371 P (main) = 0 Wall O (main floor) Wind Page 7 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 413 x 17 = 7021 Siding 579 x 10 = 5790 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 827 x 15 = 12405 Deck Weight: (Area)x(Wt.(psf)) = Wt.(lb) 573 x 8 = 4584 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 29800 (wood) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 3483 Total Shear V = 72 2 Seismic Roof: Windward Leeward: q Fisher Roof Weight: Lateral Analvsis (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) Pitch= Rise:Run Pitch Factor Wall (cripple wall) 0.76 0.3 9 0.7 9 14.5 1 = 99.2 6 : 12 = 1.12 P(25)= Wind 0.3 45 0.7 25 14.5 1 = 324 Roof: Windward Leeward 0.3 16 q I P (Pitch factor)x(Area)x(Wt,(psf)) = Wt.(Ib) (Coef:) (Coef.x A + Coef. x A) (@75) 0.7 0 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0. 14.5 1 = 0 Wall: Windward Leeward 0.72 q I _ P . 1 = 0 (Coef.) (Coef.x A + Coef. x A) (@75) 0.8 68 (lbs) P(30)= 0.76 0.8 0 0.5 -0 P(15)= 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 ,1 = 0 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (main) = 0 Wall O (main floor) Wind Page 7 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 413 x 17 = 7021 Siding 579 x 10 = 5790 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 827 x 15 = 12405 Deck Weight: (Area)x(Wt.(psf)) = Wt.(lb) 573 x 8 = 4584 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 29800 (wood) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 3483 Total Shear V = 72 2 Seismic Roof: Windward Leeward: q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) Pitch= Rise:Run Pitch Factor P(30)= 0.76 0.3 9 0.7 9 14.5 1 = 99.2 6 : 12 = 1.12 P(25)= 0.72 0.3 45 0.7 25 14.5 1 = 324 P(20)= 0.67 0.3 16 0.7 5 14.5 1 = 80.6 (Pitch factor)x(Area)x(Wt,(psf)) = Wt.(Ib) P(15)= 0.62 0.3, 0 0.7 0 14.5 1 = 0 1.12 x 530 x 16 = 9481 Wall Weight (stucco): Wall: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 250�x 17 = 4250 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Soffit & Gable. Stucco: P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.8 68 0.5 25 14.5 1 = 650 100 x 10 = 1000 P(15)= -0.62 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P (main) _ 1153 R = 5.5 W = 14731 (wood) Base Shear Ib S/ESMIC GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 1722 P (main) = SlESMIC GOVERNS Wall O (cripple wall below lower floor) Wind Page Seismic P Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (lbs) Stucco 530 x 17 =. 9010 0' Siding 424 x 10 4240 0 0 0 Floor Weight: (Area)x(Wt.(psO) = Wt.(Ib) P (lbs) 0 0 0 0 R Roof: Windward Leeward q Fisher Lateral Analysis (Coef.) (Coef.x A + Coef. x A) (@75) Wall O (lower floor) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 Mind = 0 P(25)= 0.72 0.3 0 Roof: Windward Leeward 1 q P(20)= 0.67 0.3 0 (Coef.) (Coef.x A + Coef. x A) (c@75) 1 P(30)= 0.76 0.3 0 0.7 0 14.5 1 = P(25)= 0.72 0.3 0 0.7 0 14.5 1 = P(20)= 0.67 0.3 0 0.7 0 14.5 1 = P(15)= 0.62 0.3 0 0.7 0 14.5 1 = Wall: Windward Leeward = . 0 q 0.72 0.8 0. . (Coef.) (Coef.x A + Coef. x A) (@75) = 0 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = P(25)= 0.72 0.8 0 0.5 0 14.5 1 = P(20)= 0.67 0.8 0 0.5 0 14.5 1 = P(15)= 0.62 0.8 0 ' 0.5 0 14.5 1 = . P (main) = SlESMIC GOVERNS Wall O (cripple wall below lower floor) Wind Page Seismic P Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (lbs) Stucco 530 x 17 =. 9010 0' Siding 424 x 10 4240 0 0 0 Floor Weight: (Area)x(Wt.(psO) = Wt.(Ib) P (lbs) 0 0 0 0 R Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = .0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x. A) (c@75) (lbs) P(30)= 0.76. 0.8 0 0.5 0 14.5 1 = . 0 P(25)= 0.72 0.8 0. 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0. P(15)= 0.62 0.8 287 0.5 0 14.5 1 = 2064 P (cripple) = 2064 S/ESM/C GOVERNS 412 x 15 = 6180 Deck Weight: (Area)x(Wt.(psO) = Wt.(Ib) 28 x 8 = 224 Ca = 0.36: Total Wt.(Ib) R = 5.5 W = 19654 (wood) Base Shear (Ib) V= (2.5 x Ca x I x W)/(1.4 x R) = 2297 :Total Shear V = 4019 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Siding .343 x 10 = 3430 Floor Weight:. (Area)x(Wt.(psO) = Wt.(Ib) 412 x 15 = 6180 Deck Weight: (Area)x(Wt.(psO) = Wt.(Ib) 240 x 8 = 1920 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 11530 .(wood) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 1348 Total Shear V= 5367 (includes lower floor shear) f Fisher Page Lateral Analysis Windward Leeward q I Wall OB Roof Weight:. (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) Pitch = Rise:Run Pitch Factor P(30)= Wind 0.7 0 14.5 Seismic Roof: 6 : ' 12 = 1.12 Windward Leeward q 1 P Roof Weight: = 0 (Coef.) (Coef.x A + Coef. x A) (@75) 0 (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 68 0.7 38 14.5 1 = 518 6 : 12 = 1.12 P(25)= 0.72 0.3 130 0.7 100 14.5 1 = 1138 P(20)= 0.67 0.3 26 0.7 16 14.5 1 = 185 (Pitch factor)x(Area)x(Wt.(psf)),= Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1.12 x 940x' 16= 16815 688 x 17 = 11696 P(30)= 0.76 0.8 0 0.5 0 14.5 1 Wall Weight (stucco): Wall: P(25)= Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Area)x(Wt.(psf)) = Wt.(Ib) . (Coef.) (Coef.x A + Coef. x A) (c@75) 14.5 (lbs) 250 x 17 = 4250 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Soffit & Gable Stucco: P(25)= 0.72 0.8 0 0.5. 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.8 130 0.5 130 14.5 1 = 1642 100 x : 10 = 1000 P(15)= 0.62 0.8 0 0.5 '0 14.5 1 = . 0 (wood) �- Ca = 0.36 Total Wt.(Ib) SIESMIC GOVERNS P (main)./3482 / R = 5.5 W = 22065 `--- (wood) Base Shear (lb) WIND GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 2579 Wall 0 - Wind. Seismic Roof:. Windward Leeward q I P Roof Weight:. (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 6 : ' 12 = 1.12 P(25)= 0.72 0.3 0 0.7 0 14.5. 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1.12-x 1710 x 16 = 30589 Wall Weight (stucco): Wall; Windward Leeward . q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) 688 x 17 = 11696 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Soffit &. Gable Stucco: P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) . P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 280 x 10 = 2800 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P (main) = 0 R = 5.5 W ,= 45085 (wood) Base Shear (Ib) SIESMIC GOVERNS V = (2.5 x Ca x I x W)/(1.4 x. R) = 5-2-7 / FS _5pf� PALL SSMMAR,T' - 1 c Fw PPS yo AIA JAL) z Z Cwv jl:jQ. y oi� ( 6 � 6 CD (DMAI&,) F ZA�� �l�a.. 3 1 :v O �Q ,� X16 Ib .. sir MsY��o :APs .G. 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ON`s Itz, #A� lnr NI ?c 3 S --6 MA-(<- G 41� _y J S/ 6 5 P z� 7E, P' r4zA� = _ sT�4P_ jR�s�s !33 ' `rn 7� NLs P �eavr � ,a 63 L) C o C A,3ZS. LSCC - 5 O S,3 -1>S �7A�s5 43,3 -/29C� i —15zc� Sp53 (a kP '/bra C':5k,-71:b ,� 77t:5m '�.lo�z z Ste' XA. CG,I P R /n1 .jb r S A � ss s7lLl, C� [c c -t- _��77 ?6 � oV �f u -,-4vvV c- ;� ,Z 3oL;7 S i P. Ile- 2 - X, 318 1 L, t)CD < 5kk - R, �W,, v 6 &,' D P: -A � �"�:� Cf.'/T< CALC A kg - AL CS -{7J 2 35 V x� Ix 000� 4c� Ad 19 '14. 7f°571S N 0'-- �'- I iia JIM PURSELL,' P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 J PU RSELLC@SBCGLOBAL. NET February 9, 2004 5 MADRONE AVE. STE. 8 OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Fisher Residence, APN 041-620-024, Permit No. 03-3623 Dear Sirs: This letter is submitted to your office as verification that I have reviewed the geotechnical investigation report prepared for Casa Del Rey Subdivision and that foundation design has been revised accordingly. Thank you for your consideration. 7JimSinerely, Pursell, P.E. fX S • Sid � �Y 'x . . .. r -. .1 f"�Ys:- _ . .. :�.� •a�l�+' x 1. 14 xy a7 a S yt� a_ x$ yIICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 02/16/04 CANTILEVERED RETAINING WALL DESIGN FISHS.RCW 5 wALL_ WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS - Retained Height = 5.00 ft Axial DL on Stem = 506 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 512 plf Stem Above Soil = Toe Width = 1,00 ft ....Eccentricity = 000 in Add'1 Lateral Load = Heel Width = 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = Total Footing Width = 3.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = Footing Thickness 12.00 in Key Depth = 9.00 in Rey Width = 12.00 in SOIL DATA ADJACENT FOOTING - Toe to Key Dist. = 1.00 ft Allowable Bearing= 2700 s Vertical Load = SLIDING CHECK Active Lateral = 40.0 pcf Load Eccentricity = Ftg/Soil Friction = 0.30✓ .....Max Press. = 0.0 pcf Footing Width = Soil to Neglect = 0.00 inSlope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 720 # Backfill Slope = Vert. Position of Ftg. Passive Pressure = 383 # Passive Press. = 250.0 pc ...Above/Below: [+/-] _ Friction = 706 # Soil Density = 1 pc Spread Footing ? Add' 1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1677.0 psf Soil Press., Mult. Toe Heel f!c = .Pressure @Heel = Allowable Press. 232.2f By ACI Bq 9-1 = 2438 338 ppsf Min. = = 00 s Mu -Upward ; = 1102 577 ft-# As Percent = Bcc. of resultant = 4. MMu-Downward = 105 811 ft -# Omit SP Under Heel ? Max, Shear @ Toe = 4.95 psi Mu -Design : = 991 -294 ft-# Toe Heel - Max. Shear @ Heel = -2.37 psi One -Way Shear: # 4 @ 14.81 14.81 in o/c Allow. Ftg Shear = 85.00 psi Actual = 5.0 2.4 psi # 5 @ 22.96 22.96 in o/c Factors of Safety: �/ Allowable = 85.0 85.0 psi # 6 @ 32.59 .32.59 in o/c Overturning = 2.76 :1Cover over Rebar = 3.00 3.00 in . # 7 @ 44.44 44.44 in o/c Sliding = 1.51 :1 'd' = 9.00 9.00 in # 8 @ 48.00 48.00 in o/c Ru = Mu/W2 = 13.7 4.0 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES MOMENTS Overturning Moments Resisting Moments Origin of Force.,. # ft ft.# # ft ft-# Active Soil Press. = 720.0 2.00 1440.0 0 0 0 Soil over Heel = 0 0 0 733.3 2.33 1711.1 Soil over Toe = -20.0 0.33 -6.7 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 506.0 1.33 674.7 Load @ Proj . Wall = 01.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 550.0 1.33 733.3 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 450.0 1,50 675.0 Key Weight = 0 0 0 112.5 1.50 168.7 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 700.0 # 1433.3 ft-# 2351.8 # Resisting Totals Used For Soil Pressure 2351,8 # (Vert. Component of Active Pressure Removed) 5� C�a rbc rt C�S�- Page: 0.00 psf 0.00if 0.00 t 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0015 No 3962.9 ft-# 3962.9 ft-# 0 V- ;Sl (continued on next page.... ) :� ;--J Ka , V4.4C1 (c) 1983-96 ENBRCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE'20647 EXPIRES 9-30-05 5'A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 02/16/04 Page: CANTILEVERED RETAINING WALL DESIGN FISB5.RCW lnl ALL, (.....continued) STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 22.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 0.0 <= Mn = 1961.6ft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 5 @ 22.00i n, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 90.7 <= Mn = 1961.6ft-# Vu = 1.97 <= Vn = 85.00psi Interaction Value = 0.046 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 5 @ 22.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt:= 100.00psf, Bar Bmbed= 12.01n Mu = 306.0 <= Mn = 1961.6ft-# Vu = 5.04 <= Vn = 85.00psi Interaction Value = 0.156 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 22.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100:00psf, Bar Embed= 12.Oin Mu = 725.3 <= Mn = 1961.6ft-# Vu = 9.52 <= Vn = 85.00si Interaction Value = 0.370 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 22.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 7.5in Mu = 1416.7 <= Mn = 1961.6ft-# Vu = 15.43 <= Vn = 85.00psi Interaction Value = 0.722 s" caNc. HfY12 TOE (Dot) : =SS (�2.Z o.c. x' 4 HORIZ. AS SHOWN V4.4C1 (c) 1983-96 RNRRCALC MICRARL MOONEY, KW -0601576 S a S y� S MICHAEL MOONEY CIVIL ENGINEER RCE' 20647 EXPIRES 9-30-05 9A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAININQ WALL DESIGN 2.67 FISH7C.RCW 7 0 WALL & FOOTING DATA plf Lateral Load Acting'on VERTICAL LOADS Retained Height = 7.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.50 ft Axial DL on Stem = Toe Width = 1.50 ft ....Eccentricity _ Heel Width = 2.50 ft Surcharge over Toe = Total Fdoting Width = 4.00 ft Surcharge over Heel = Footing Thickness = 12.00 in 0.00 0.0 Key Depth = 20.00 in 0 0 Key Width = 16.00 in SOIL DATA Toe to Key Dist. = 1.50 ft Allowable Bearing = SLIDING CHECK 0 0 Active Lateral = Ftg/Soil Friction = 0.30 0.00 .....Max Press. _ Soil to Neglect = 0.00 in .....Slope Press. _ Lateral Pressure = 1280 # Backfill Slope = - Passive Pressure = 889 # Passive Press. _ Friction = 1080 # Soil Density = Add'1 Force Required = 0.0 #. Soil Ht over Toe = SUMMARY Pressure @ Toe = 1821.9 psf Soil Press. Mult. Toe Pressure @ Heel = 234.6 psf By ACI Eq 9-1 = 2619 Allowable Press. = 2700 psf Mu -Upward = 2625 Ecc. of resultant = 6.17 in Mu -Downward = 236 Max. Shear @ Toe = 15.24 psi Mu -Design = 2389 Max. Shear @ Heel = -6.44 psi One -Way Shear: Allow. Ftg Shear = 85.00 psi Actual = 15.2 Factors of Safety: Allowable = 85.0 Overturning = 2.52 :1 Cover over Rebar = 3.00 Sliding = 1.54:1 'd' = 9.00 Ru� = Mu/bd"2 = 32.8 SUMMARY OF FORCES & MOMENTS Overturning Moments Origin of Force... # ft ft-# Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @. Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Date: 02/13/04 Page: 3 ADJACENT FOOTING 2700 psf Vertical Load = 0.0 # 40.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: (+/-) = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in FOOTING DESIGN Heel f'c = 2500 psi 337 sf FX = 40000 psi 1152 t-# Min. As Percent = 0.0014 2165 ft-# Omit SP Under Heel ? _ No -1012 ft-# Toe Heel # 4 @ 15.87 15.87 in o/c 6.4 psi # 5 @ 24.60 24.60 in o/c u 85.0 psi # 6 @ 34.92 34.92 in o/c 3.00 in # 7 @ 47.62 47.62 in o/c 9.00 in # 8 @ 48.00 48.00 in o/c 13.9 psi # 9 @ 48.00 48.00 in o/c Resisting Moments # ft ft-# 1280.0 2.67 LATERAL LOADS 0 0 506 plf Lateral Load Acting'on 0 1411.7 512 plf Stem Above Soil = 0.00 psf 0.00 in Add'1 Lateral Load = 0.00 pplf 0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft ADJACENT FOOTING 2700 psf Vertical Load = 0.0 # 40.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: (+/-) = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in FOOTING DESIGN Heel f'c = 2500 psi 337 sf FX = 40000 psi 1152 t-# Min. As Percent = 0.0014 2165 ft-# Omit SP Under Heel ? _ No -1012 ft-# Toe Heel # 4 @ 15.87 15.87 in o/c 6.4 psi # 5 @ 24.60 24.60 in o/c u 85.0 psi # 6 @ 34.92 34.92 in o/c 3.00 in # 7 @ 47.62 47.62 in o/c 9.00 in # 8 @ 48.00 48.00 in o/c 13.9 psi # 9 @ 48.00 48.00 in o/c Resisting Moments # ft ft-# 1280.0 2.67 3413.3 0 0 0 0 0 0 1411.7 3.08 4352.6 -20.0. 0.33 -6.7 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 506.0 1.83 927.7 0.0 0.00 0.0 0 0 0 0 0 0 750.0 1.83 1375.0 0.0 0.00 0.0 0 0 0 0 0 0 600.0 2.00 1200.0 0 0 0 333.3 2.17 722.2 0 0 0 0.0 0.00 0.0 Totals = 1260.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3406.7 ft-# 3601.0 # 3601..0 # 8577.5 ft-# 8577.5 ft-# (continued on next page.... ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 .. •r � . r F � s" . y` +�^ h'• _ rye t,tp'. �.r.... 'JIJ j "i. - � t^" � ` x_ .-1 �,i .N - 1, • + A�1 " ,. � �.'� . , .Yr� ,, -. • .�§� * `. wd3 Ft: :. � .. P• ., C3{, ��A. � O�.r,,' � two': � IF-.��. �r��� � ;� ".�+4i •s- ii r^ • , � . t � �+,. 1 �F �� ; i�, , r . t ,�r' ,,' , _ '� J, i :�{: .. , i �'t n.�•n�• ;. � " � i •; +R , � �A. � •t� ,,,�. . " :gra -. �'��. , `� �i� r..;G iT: r �' �_ �a . wC;.. {•.y ��. ., ..�,� rr`,� `. ... .. .. .. _. � ' . .. ..�.�� _ j' ,i M'k; i � � . _ .. ~�'Y` /Ftp .'�„'�Y .tet rt. .. _. .. _ .. .. � t+� V . MICHAEL MOONEY CIVIL ENGINEER RCE'20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 02/13/04 CANTILEVERED RETAINING WALL DESIGN FISH7C.RCW (.....continued) STEM SOMMARY Top Stem: From 7.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 0.0 <= Mn = 2379.2ft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 7.00ft 8.00in Concrete w/ # 5 @ 18.00in, d=.4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 725.3 <= Mn = 2379.2ft-# Vu = 9.52 <= Vn = 85.00psi Interaction Value = 0.305 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 1416.7 <= Mn = 2379.2ft-# Vu = 15.43 <= Vn = 85:00psi Interaction Value = 0.595 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 9.00in, d= 4.00in f'c= 2500.0ppsi, Fy= 40000.0ppsi Wall Wt.= 10.00psf, Bar Embed= 12.Oin Mu = 2448.0 <= Mn = 4556.8ft-# Vu = 22.75 <= Vn = 85.00psi Interaction Value = 0.537 7` c)Az-L9 : 8- cork. s (P 18" pert gzb cL '5(P10"Horiz ' = 1 3- CONC. s 5 Cp la" Vert 15 ro 18 " Horiz HEEL (top) : 5 C " o. c. TOE (bot) : S :-Q" o. c. 5HORIZ. A -5 -SHOWN Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 9.00in, d= 4.00in : _ vsE- # S s f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 8.8in Mu = 3887.3 <= Mn = 4556.8ft-# Vu = 31.48 <= Vn = 85.00psi Interaction Value = 0.853 Pa e: �-+ y._ u.. SiFjM roTC3 E-- tj'63 n V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, RW -0601576 c. y._ u.. SiFjM roTC3 E-- tj'63 n V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, RW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE'20647 EXPIRES 9-30=05 &A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 02/16/04 RESTRAINED RETAINING WALL DESIGN l �a wAzZ WALL DATA = 0.300 Soil to Neglect FOOTING DATA Retained Soil Ht. = 9.67 ft. Footing Thickness = = 2883.5 # Friction Pressure = 1421.8 # Toe Width = Ht. Above Top Support = 0.17 ft Heel Width = Dist: Ftg. To Top Support = 9.83 ft Total Footing Width = Total Wall Height = 10.00 ft Passive Lateral = Fixity @ Base of Wall = 0 % Rey Depth = VERTICAL LOADS Shear 1199.9 Key Width = Axial DL on Stem = 224.0 plf Key Dist. to Toe = Axial LL on Stem = 477.0 plf # ....Eccentricity = 0.00 in Pressure @ Toe = Surcharge over Toe = 170.0 psf Pressure @ Heel = Surcharge over Heel = 150.0 psf Allowable Press. _ LATERAL LOADS NOTE I I Maximum Moment Occurs at Sliding F.O.S. _ Lateral Load Acting on of Footing Stem above soil = 0.0 psf Restraint Force Req'd Add'1 Lateral Load= 0.0 pif at Top of Wall = ....Top Ftg to load start = 0.00 ft Additional Restraint ....Top Ftg to load start = 0.00 ft Req'd at Bottom = SLIDING CHECK @ BASE Ftg/Soil Friction = 0.300 Soil to Neglect = 0.00 in Factor of Safety = 1.59 :1 Lateral Pressure = 2703.7 # Passive Pressure = 2883.5 # Friction Pressure = 1421.8 # Addn' 1 Force Req' d = 0.0 # STEM DESIGN DATA Stem Material Concrete f' c = 2500 ps Fy = 40000 ps Rebar Cover = 3.00 in Wall Thickness = 8.00 in Soil Press. Mult. Toe:. by ACI 9-1 = . 169 Mu - Upward = 253 Mu - Downward = 224. Mu - Design = 29 One -Way Shear: ft Page: S 250.0 psf SOIL DATA 30.00 in 12.00 in Allow. Soil Bearing = 2700 psf ' 1.00 ft Active Fluid Press = 55 pcf 2.50 ft Design Fluid Press = 55.00 pcf 3.50 ft Backfill Slope = 0.00 :1 250.0 psf 12.5 30.00 in Soil Density 12.00 in Soil Ht Over Toe 12.00 ft psi 45 @ SUMMARY 117.8 psf Ecc. of Resultant 2590.4 psf Kern Distance Allowable 2700.0 psf Footing One -Way Shear: 1.59 :1 @ Toe 14 psi @ Heel 47.62 7.5 Shear 1199.9 # Footing Overturning in2 #8 @ Stability Ratio . 0.0 # 85.0 FOOTING DESIGN Heel f' c 3705 sf 4245 t-# Min. Asteel % 3208 ft-# 1037 ft-# Rebar Choices Toe 110.0 pcf 0.00 in -6.39 in 7.00 in = 0.35 psi = 12.52 psi 85.0 psi 2500 psi 40000 psi 0.0014 s Heel Actual i i = 0.4: 12.5 psi #4 @ 15.87 in 15.87 in Allowt:85 = 85.0 85.0 psi 45 @ 24.60 5086 24.60 in Cover over Rebar 3.O6 3.00 in #6 @ 34.92 10012 34.92 in Ru = Mu/bd' = 0. 14 psi #7 @ 47.62 7.5 '47.62 in As Req'd = 0.15" 0.15 in2 #8 @ 48.00 85.0 48.00 in 85.0 # 96.67 96.67 #9 @ 48.00 96.67 48.00 in psf STEM SECTION DESIGNS NOTE I I Maximum Moment Occurs at 4.28 ft above Top of Footing Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom OK OK OK OK OK OK Dist. above Ftg 7.00 6.00 5.00 4.00 3.00 2.00 ft Bar Size 5.00 5.00 5.00 5.00 5.00 5.00 Rebar Spacing Rebar Location Rebar 'd' Dist. Tension Face Moments: Actual Allowable Shears: Actual Allowable Wall Weight 4.69 4.69 4.69 4.69 4.69 4.69 in Front Front Front Front Front Front 5086 6190 6877 7002 6469 5187 ft-# 5409 10012 '10012 10012 -10012 5409 ft-# 24.0 16.7 7.5 3.4 15.9 30.0 # 85.0 85.0 85.0 85.0 85.0 - 85.0 # 96.67 96.67 96.67 96.67 96.67 96.67 psf V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 c RAICHAEL MOONEY CIVIL ENGINEER :_RCE '20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 8" CONC. Suppor Date: 02/16/04 Page: 12'- 09'- 5 51 a, l v W, V4.4C1 (c) 1983-96 MCALC MICHUL MDONBY, KW- 5 0 9.00"-o..c 5 @ 4.50"_o..c. 5 @ 4.50"_o.r. 5 0 4.50"_o..c 5 4.50" 5o. 9.00",, — HEEL (top) : 50/5, of TOE (bot) 'x 4HORIZ. AS SHOW Date: 02/16/04 Page: 12'- 09'- 5 51 a, l v W, V4.4C1 (c) 1983-96 MCALC MICHUL MDONBY, KW- GEOTECHNICAL INVESTIGATION CASA DEL REY SUBDIVISION: Pentz Road Paradise, California RANEY GEOTECHNICAL JOB NO. 011-786 ■ Geotechnical Y Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 — - ;Page 5 mbination of these materials. Foundations should extend to a minimum depthof18 inches be building pad or lowest surrounding finished grade level, whichever is lower.; All foundations, should have a minimum width of 12 inches., This minimum width is expected to control sizing of house foundations. Foundations for specially designed.homes as well as sound walls/fences may be sized for maximum allowable bearing pressures of 1800 pounds per square foot for dead load, 2700 pounds per square foot for dead plus live load,. or 3600 pounds per square foot total load, including the effect of seismic and wind forces. The weight of foundation concrete below grade may be disregarded in sizing computations. . Foundation excavations s ou no e a owencrete placement and should be clean and free of all loose and/or soft materials when concrete is placed. The bearing materials should be in a firm, moist condition. We anticipate that foundation trenches can be cut vertically with only minor sloughing of trench sidewalls. Foundation excavations should be observed by our representative prior to concrete placement. Resistance to lateral forces may be computed using either friction or passive pressure, but not both, except as recommended below. A coefficient of friction of 0.30 may be utilized for dem. Passive earth pressure may :be considered equivalent to.a fluid weighing 250 pounds per cubic foot. combination o o friction'and passive pressure may be utilized prove e e arger mode of resistance is reduced by 50 percent. The recommended passive pressure -and friction coefficient values have been modified, by appropriate factors of safety and mdy be applied directly in design calculations. . SLABS ON GRADE Living area floor slabs should be underlain by a minimum 4 -inch -thick blanket of free draining granular material to serve as a capillary moisture break. The gravel should be graded such that 100 percent passes a one inch sieve and none passes a No. 4 sieve. The gravel should be overlain by ? a plastic membrane: The membrane should be covered with one- to two -inches of clean. S Wt Living area and garage slabs should be reinforced with 6 "x6 "/No. 10/ 10 welded wire m, or No. 3 bars spaced on 18 -inch centers in each direction, or equivalent reinforcement. The reinforcement should be chaired at or above the mid -depth of the slab. There has been increased concern and complaints regarding slab moisture in the last few years. These slab performance problems can generally be attributed to a change to moisture sensitive floor adhesives and accelerated construction practices that do not allow the slab to dry prior to floor installation. Impervious floor coverings installed using water-based floor adhesives may blister, discolor, and debond due to moisture vapor condensation beneath the coverings. Care must be taken to ensure that the sub - slab gravel is placed to the minimum depth and that the vapor membrane is continuous beneath the entire extent of the slab. The membrane should overlap at least 12 inches and should be cut tight and taped with 10 -mil polyethylene tape around all utility stands, penetrations and any punctures or tears. If Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 6 impervious floor coverings are planned and greater, assurance against rrloisture problems is desired, consideration should be given to use of a quality commercial concrete sealant. ELEVATED WOOD FLOORS Elevated wood floors may be supported upon isolated spread foundations achieving a minimum penetration of 18 inches below the building pad surface. Floor foundations should be at least ten inches square, or 12 inches in diameter. EROSION CONTROL The near surface soils are susceptible to erosion. All permanent slopes that are not in.rock should be vegetated or otherwise protected from erosion. Concentrated surface runoff should not be allowed to flow over the slope faces. All slopes exceeding an, inclination of one on four should have positive surface gradients at the crown directing drainage away from the slopes. Roof drainage or any other drainage should not be discharged onto fill embankments or unpaved areas on the uphill side of the homes. Splash blocks/rocks should be provided at the discharge end of pipes to disperse flows. RETAINING WALLS Retaining walls which are free to yield and which support level backfill should be capable of resisting an active earth pressure equivalent to that exerted by a fluid weighing 40 pounds per cubic foot (pcf). The active earth pressure for backfills_sloping at a configuration of one on two may be taken as equivalent to a fluid weighing 60 pcf. Exterior walls which are free to yield should be drained to relieve potential hydrostatic pressure. Drainage of exterior walls may be accomplished by the use of weep holes. Weep holes should be at least three inches in diameter and spaced no further apart than six feet center to center. Weep holes should be placed no higher than 12 inches above the lower grade level. A filter medium should be installed at the rear of each weep hole opening. The filter may consist of either geotextile filter fabric, or one cubic foot of permeable materials conforming to the gradation of Table 1 and tied in a burlap sack. Retaining walls which are restrained against movement should be designed for an at -rest earth pressure equivalent to that exerted by a fluid weighing 55 pcf in the case of level backfill, and 70 pcf for backfill sloping at a configuration of one on two. Retaining wall foundations may be designed in accordance with the foundation recommendations presented in this report. PLAN REVIEW RESPONSE FORM ;loder to expedite the review of your plans, Please complete the following information and return this form With Your rc-submitta 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 response to every item requested in our plan correction letter. "By others'• is not considered a valid response. Please indicate • response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLAN' OWNERS NAME, DATE: F ly ASSESSORS PARCEL NUMBER PERMIT NUMBER O �..y KtJFUNJt t- UK FLAN GHLGK Lt I I tK UA It U: ,/i � PLAN CHECK'ITEM # RESPONSE BY:p LOCATION ON PLANS�/CALCS: �M I vis li� L L �• S' fS •�• 2 COMMENTS: As -/kMZF_ AP_F_ 5::� �S� , 1� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCQQ 11 y V IM L,43� S �. Lll 1 �7 w 6 92a dC /U/.S� - 1►- G � COMMENTS: PLAN CHECK ITEM # 3 RES1PONSE BY: LOCATION ON PLANS/CALCS: �V11 PLI ".T£.,C..L P. COMMENTS: PLAN CHECK ITEM RESPONSE BY: COMMENTS: �1-kV410,0 C / ✓/ S Z2% IISIA /.N(; AZa PLAN CHECK rTEM # -S _r, COMMENTS: RESPONSE BY: J1AA PUAtr_L2_ , P LOCATION ON PLANS/CALCS: sA177s / � z LOCATION ON r HECK REM 9 NTS: RESPONSE BY: Lvl,AIIUN VN rWNS/CALCS: PLAN.CHECK REM N RESPONSE BY; LOCATION ON PLANS/CALLS: COMMENTS: PLAN CHECK fTEM K RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: P!1.4 CHECK MEM RESPONSE BY: LOCATION ON PLANS;CALCS: CCIAMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PUN CHECK "M M RESPONSE BY: LOCATIO P, � N ON PLANS/CALCS: ' SiV'1' COMMENTS: Sim- at-)s'rAL Go,vNg�T�� PLAN CHECK MEM N LOCATION ON PLANSiCALCS: RESPONSE BY. COMMENTS:. c)!'tREe 6V.,C..S A)F-<D� A UA�'�- JZ� Q PLAN CHECK REM N RESPONSE BY: LOCATION 014 PLA!4S;CALCS: COMMENTS: r HECK REM 9 NTS: RESPONSE BY: Lvl,AIIUN VN rWNS/CALCS: PLAN.CHECK REM N RESPONSE BY; LOCATION ON PLANS/CALLS: COMMENTS: PLAN CHECK fTEM K RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: P!1.4 CHECK MEM RESPONSE BY: LOCATION ON PLANS;CALCS: CCIAMENTS: In ori PLAN REVIEW RESPONSE FORM -P der to exp the review of o this form is not co Y ur P� please complete the following information and rebim this with response to every itemrequesteda ou�on items, we will not be able accept Your re -submittal for review. . Your re. response to each itrm and the Location w p� correction letter. `By others" is not considered a valid �� �e must vete the informatioa can be found on the PWWcalcs. tense' PI., indm ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW OWNERS NAME Lt1iER AND REi URN WITH R MEED AND ORFGjHAL pLA DATF- ASSESSORS PARCEL NUMBER I-- 20 I U PERMIT NBER 6-- o� UM03-362 _ RESPONSE FOR PLAN CHECK LcTcR DATED: PLAN CHECK IT=M RESPONSE BY: LOCATION ON PLANS/CALCS: LJ � C --?-,]:2; INJ COMMENTS: L U L. v � U•`O A-7,-rx-3 1 � t�.-Y� T i-�,�- • 1N YLcxv a � t�� r�J �M R UNSE BY: -br--% s PLAN CHECK i =M # ON LOCA-ffON ON P ENCROACHMENT PERMIT Q3..31oti3 z.u. 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.htnl NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530 538-7157 Ext 2016 Permit _Number i 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 &LneTal laws. All information except signature must be typed or legibly rinted 1. Applicant's Name:- V-Ie�N\� 5 l a. Company Name: 2. Address: 3. Phone: _ 4. Assessor's Parcel Number. o 5. Location of Work to be one 6I��9 49,t 4. .04eL 6. Applicant's Signaturen / � 7. Date: ` ^ \<S , d w 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: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERNUT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this pem-dt form) and special conditions written below, emrission is hereby ted. 19. Conditions 2,60 ny Underground Service Alert .SA. must be notified two working days prior to any excavation. 800-227-2600 20. KAU work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 21. Date Issued 22. Expiation Date: 23 Surety: Mike Crump, Director of Public Works By: H "Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one week. Page 1 of 2 General Conditions — See Page 2 M GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acoeptanceof all the provisions contained herein and failure on the Permittee's part to comply with any - provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Ag work shall be done subject to the supervision of and b the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave�the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may - be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever oonstiuction, reconstruction, or maintenance work upon the highway may require the installation` provided herein shall, upon request of the County Department of Public Works;; be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdidion of the Board of Supervisors of Butte County, and other public roads junctioning or,. intersecting therewith, shall be kept open for travel by the general public at aff times: No public road under the jurisdiction of the Board shall be dosed to travel by ' the general public without special permission, in writing, frbT, the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shag assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shag not be left open farther than 300 `; feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the ' Special Conditions, backfill shag be place and mechanically compacted in such a manner that the relative compaction throughout the entire fig within the County _ road right of way shall conform to the percentage of compaction as stated below. Permittee shag notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shag be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninetydive percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shag be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. .. , _, . Material for use as backfill in roadside gutter excavations shag be the native material and be compacted to a relative compaction of not less than 90%. Any pavement ciAng shag be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. Ag installations, parallel with roadway, shall be placed as dose to the right-of-way fine as possible. No portion of the backfifl(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road faciliities impaired by or as a result of construction operations at the construction site(s); or at other ground(s) occupied by materials and/or equipment, shag be restored immediately upon backfilling or the excavation to. the original grades and cross sections; and to a condition as good as, or better than, existed prior to the construction. Ag surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the . existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current Catifomia State Specifications. 9.. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. "w 10. The future safety and convenience of the traveling public shag be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, fights, barricades, signs, and other devices or measures essential to safeguard travel by the 1 general public over and at the site of work authored hkein. 11. If the -construction wok covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requir6ments contained herein. Page 2 of 2 I LOCATIQN: � t iL 'wo de fin. rf ..re PrbhtiJ d�l pe 4J7 .FOREMAN: % DISTRICT: -� PERMIT#: DATE ZZ / Z-5-103 MIN. DISTANCE: SPEED LRAIT OF ROADWAY o DRIVEWAY LOCATION: DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE ❑ GOOD ❑ POOR IF POOR - RECOMMENDATION TO IMPROVE: ❑ CUT BANK ❑ REMOVE VEGETATION (TEMPORARY) ❑ OTHER (EXPLAIN) ADJACENT TOPO ❑ FLAT ❑ CUT SLOPE FT. ❑ FILL SLOPE FT. ❑ CURB AND GUTTER ❑ AC DIKE ❑ EXIST. DIST. � TO EP FT. DRAINAGE RECOMMENDATIONS ❑ NONE ❑ SWALE ❑ CULVERT MIN. DIST. FT. EDGE OF EXISTING PAVEMENT z Lu J 12' MIN. I 20' MAX. J AREA TO BE PAVED R/W 10' MIN. .NOTE: TF GREATER THAN 107 UP - OR DOWN REFER TO ENGINEERING. MAX. 1 FOOT VERT. RISE 'OR DROP PER 10 FEET HORIZ. DISTANCE.' MIN. DEPTH TO FT. EP DIAMETER IN. LENGTH FT. EXIST. DIST. I .MIN. I DIST. ❑ OTHER (EXPLAIN) I 2% I NOTE: PAVEMENT TO EXTEND AT 29; CROSS SLOPE OR MATCH EXISTING ROADWAY CROSS SLOPE. MIN. DEPTH N.T.& t �A MAX. PRIVATE DRIVEWAY -FIELD REVIEW�� PAPACt4- -OFc S(5 ( - January 7, 2004 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Kenneth and Laura Fisher P.O. Box 602 Paradise, CA 95967 Assessor Parcel Number: 041-620-024 Building Permit Number: 03-3623 Thank 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. N_ STRUCTURAL COMMENTS: ur parcel map requires that you provide a final grading plan that identifies any vertical cut or fill slopes that exceed 5 vertical feet in height before we issue the building permit We do not allow unfinished space in a residence. Please provide a floor plan of the bottom or and label it accordingly. This area must be heated and included in the energy calculations. Your energy calculations show a split HVAC system, the plans show a dual pack. Please coordinate. (energy calc's must include downstairs area and 2 HVAC units) Your SRA requirements are that you stucco or use Hardiplank or Hardiboard siding on both floors of the sides of the house. Please revise the plans. ST KCTURAL COMMENTS: Please provide documentation from the engineer stating that he has reviewed the ge6technical Investigation for the Casa Del Rey Subdivision dated December 22, 1999 and M/Iesigned footings, foundations and retaining walls appropriately. specify connection required for shear transfer from the G14 drag truss to the 20' shear wall ong wall line 2 or specify shear wall sheathing continuous to the roof diaphragm. Provide detail of the B1 truss connection to the top plate with A35 clips as specified on page of the structural calculations. The calculations reference detail A/7. Detail A/7 is the fu nace mount detail. Please clarify. specify required A35 clip spacing and 16d sill nail spacing on detail C/5. span of truss F2 appears to be incorrect. Should it span the same length as truss F1? Vruss G15 appears to be the wrong span. Please revise. . Please have engineer address note 9 on trusses E1, F1, F2, and G1. 1 of 2 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 Linda. 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. r Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer M. Jim Pursell, P.E. 2 of 2 t/ A-1MV -e O 3 - 623 06 00 ( A � 4* e- a. '919, 67 oZ / J /CK�F W4,r- EAW-1%,5 _fivNG'44I0N t&,411 i! s / S �i1 N &U S�I�G� / (�' ,� off ' 1A v ©�, -146 looett /a( /Ovc! s( , { ,ili.�•� ;.i tJ f• 1 l i 0 m I fffww1! MI 91 1� N a 23 &,a�644 AM R® &x-602 6V-06rZ A�s�sr� �f�� � oy/-62o-01� /��Ii�9u✓s,� �97 P(ft" .gym `1 tLw qa,5 NO �� �1 C•�"S E�C�d � s ��.��u� �-���� -the 6e4- 5I'al6 Of -11t6' AiA,044�,c1ti, urCfl-spiv7Alk /is W� on) sXV.1 S �� GLC �roN HIAA/ of l ®<�uEI& /C P AJAI � 0' LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL RESIDENTIAL LOTS. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE PUD, EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION. AREAS. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND .A PROFESSIONAL. ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING, PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY. THE ,BUTTE COUNTY BOARD OF SUPERVISORS. ALL FENCING ON THE PROPERTY SHALL. BE CONSISTENT WITH THE,-, DEPARTMENT; ; OF FISH AND GAME STANDARDS FOR DEER FENCING'. -FI SH . AND.. GAME�.'STANDARDS .ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH:;.AS POOL;: BALL•y`;f'IELD'FAND: ' TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE, PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. PRIOR TO ISSUANCE . OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADINGKPLANS .- ANbfkibENTIFY'= w,: f � + y� -� F • i' 1 •' S 4 � . � �. y ' � f � i �� J � ) A'. f � +