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Home My WebLink About072-530-013E Y d [ r}3)..::r49 r h � , � t ^�, SL } t j y •`, �, tt i <+ j i �� ' !Qf} '{� t,t� hiS I U E. ii'jiF L W m 072-530.013 02.1984 B013BY WALKER�. EAGLE VISTAROVILLE ELECTRIC FOR FUTURE LOT DEV. 072-530-013 02-2143 WALKER, BOBBY EAGLE VISTA�( OROVILLE WATER PIPING TO WELL 072-530.013 02.2659/---'\ WALKER, BOBBY p�. &L EAGLE VISTA, O RO V I CONT: JOHNNY SMITH NEW SINGLE FAMILY 5 NOTES • k RESIDENTIAL Z 072-530-013 02-2659 PERMIT N0. -.—WALKER-BOBBY--- EAGLE VISTA, OROVILLE CONT: JOHNNY SMITH a NEW SINGLE FAMILY 4 o �-J i SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ..a� Signatur CHECKED BY J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements-Setbacks-Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location-Test-Fall-C/O-Concrete Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Water; Location-Test-Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 10. 6. Gas; Location-Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Light Niche 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Blocking 4. Gas; MH Test-Demand-Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with.Off ice Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors; Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE21FLOOR (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope g., Main; Soils-Elec. Grnd.4 ' Ftg. Depth 2rlFCg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /" Ftg. Depth / . Stemwalls, Main; Steel-Blockouts-Wrapped Inw walls, Garage; Steel-Blockouts-Wrapped .097 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piawfireplace Ftg.-Steel W.V• Fall -Fitting -Test -2 Way C/O -Sewer Test 10. as Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test. 12. Electric Underground 13. P ms & Ducts; Clearance -Material -Support -Ins. t . Girders -Sills -Anchor Bolts-Joists-Vents-Crippies .. 15. Access & Ventilation Ra 16. Insulation U111— Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s W— Water btfr.; Vent -Access -Combustion Air Baffle V.; Test Fittings & Anchor -Nail Protection yer Pan; Test, First Floor -Tub Access 2,Z -'Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fix re & Transformer Clearance -Ins. Protection 2 lec. Receptacles Spacing -Lights & Switches at Doors 3 A.C. Ducts Insulation & Support 25e,56e Boxes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. 2 Ground made up w/Mech Fasteners -Bond Gas & Water ndensate Drain & Overflow, Size & Grade Appliance Circuits in Kitchen & Conductor Size GFI r ate 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes ❑ No Card B-1 ervice-Riser Conductors & Ground Main Disconnect 33. E ui learances Panels-Motors-Mech. Equip. A lothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade r ate 3 F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4er Attic Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 44!Sills Proper Materials & Anchors 4.g,IW/alls Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 44,16raft Stop in Walls (rat proof) 45. a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4Y Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4&-<i g. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 59 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles §Y. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5LI- `arage Fire Protection Framinq-RC Channel fitPrqpBrty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 45o.taZ Width -Headroom -Rise -Run -Landing -Fire Protection oodan Roof Overhana-Attic Vents -Rafter Outriaaers _ i g -Nailing Veneer to Mesh -Drip Screed -Fd. Vents- . Ac s 5 Glazinq Area -Glass Protection -Skylights -Plastic IF f(lj 60. Shear Walls; Nailing -Bolts 61. Brae6 Interior/Exterior Wall Panels 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL ns) OK except #'s xt. Steps -Door & Sidelight Protection -Landings Moke Detector 86�Furnace Vents -clearance -Comb, Air-Connector- In(aprage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels & Rails Fireplace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter Gara Fire Door; Swing -Landing -Closure C�ust-in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection J,8!RI61 Elec. & Mech. Equip. Listed for Location !gc. Receptacles in Garage (F.F.I.)-Romex Protection Insul tion -Foam -Looked in Attic We0Gj,WcLRails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ CI ance Looked under Floor ❑ Yes Following Instld./Drive O Yes D NoMalks O Yes D No/Planters D Yes O No ucco Brown -Finish _Unit Disconnect, Electrical -Plumbing Vents oof, Plbg-Appliance-Fireplace-Clearance to Openings Well, Disconnect, Electrical, Plumbing Ext rior Elec. Trim, G.F.I. Receptacle -Underground Ve ' ation Throughout House qlass Protection C ctions from Previous Inspections )Cas Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates K. Address Posted 9&..-FRt-SVFinkler ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION > 7, County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (R'�. 2/96) APPLICATION AND PERMIT�- ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER R HONE SO. FT. OCC. BUILDING VALUATION �� • . U, OWNERS MAILING ADDRESS 50, a a T 008.00 CONTRACTOR'S NAME _ -- `- Kam SKTH TELEPHONE '-- 512 C 6o656.00 62 0 434.00 .3 CONTRACTORS MAILING ADDRESS ri a t v CONSTRUCTION LENDER + Fireplace I A 1500.00 LENDERS MAILING ADDRESS Total Valuation $ 1-30,468. W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ - 20.00 Permit Fee $ O • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 60• BUILDING JqS F Energy Plan Checking Fee $ • 23.00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee .-20.00 Each Trliph`� - 1 7.00 84.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets -15.()() 115.00 155.00 Building sewer ( 15-00115.00 Mobile Home I S I G I W @20.00 PERMIT FEE S I ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20 AOR LESS 23.00 •UU 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 Busine"ss and Professions Code, and my license is in full force and effect.- License Class Lic. No. - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fr6m the Contractors License Law for the following reason: ___1 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended -or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O I 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 53700 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 ork for which this permitis issued. My workers' compensation insurance carrier end policy number are: Carrier Policy Number '" -^ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) J 1 certify that in the performance of the work for whigh this permit is issued, I shall not employ any person in any manner so%as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions., X Date -3.4 S+T'l 2,,,- Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 gUI000A WEE200A NEW CONST. DWEWNG OCCUP. SO OR ADONS. & ACC. BLDS. `3.50FT...03 65 R�,p ' MULTBRANCI.OUTLETrrS @7.50 d PSINGLE OUTLET OWER AP= CIRS . zD @ 1.00 Ex. Occup. OUTLET OR FDCTURES BAL @ .so Ex. Occup. O TELE°TSAPP (RM*.DFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 146.65 MECHANICAL PERMIT Filing Fee 20.00 Heating I .UU Y• Cooling 255.00 25.00 Hood 1 6.50 6.50 Ventilation 1 4.50 4.5(1 PERMIT FEE $ 81.00 Mobile Home Installation Fee $ Energy Inspection Fee $ • Occ R3 CONST. TYPE TOTAL FEE $ 5714.85 AD E5 1� FLOOD Qp PARCEL PJr'HD ISSU This permit is hbVeby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. !/ Byft/� " l''' / Date 12 PERMIT EXPIRES ON 3/0 Date ' Receipt No. .7Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR " PINK -INSPECTOR GOLDENROD -APPLICANT 13 t cj or -F, E cop Address BY In Meter -Tst r. c Da Da ic Meter i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 fJ P,�M�r (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �. , 072-530-0 NINA.^' t (lit: �(( �,,o BUILDINGPERMIT OWNER Walker, Bo TELM"ONE SD. FT. OCC. BUILDING VALUATION OWNERS'MAIUNG ADDRESS 443 White Oak Court Oakley, CA 94561 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS _ lS F'.a le Vista, Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDN5ION5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.,0 i� USEOFSTRUCTURE i SF)CI Dup{ex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.n0 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OFWORK -\ V l New Gi*"AdMion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe'Work: trenches for electric to well,- and water T lines in SaM 46tch to future Site Gas piping sy2tern 1 - 5 outlets 1 Building sewer tg.00k. Mobile Home S G W @20.00 - PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 r LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my lioanse is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION N. I hereb"ILT under penalty of perjury that I am exempt from the Contractors License Law for'the f$Ilowing reason: O I, as cWner 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. 1, 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 Ir WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 61% I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the f Workers compensation provisions of section 3700 of the Labor Code, I shall forthwith comply, with those provisions. " X I �n %^'/- 4 r�r'a_ � Date C�'� I� �i c2 _ Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONs. ( a ACC. BLDs. 3.5¢FT: NON RESID. MULTI OUTLET @7.50 POWER APPARATUS ._ a swGLE oLmET cIR. 20 Q Ex. OUTLET OR FDCTURES I.00 Occup. BAL .50 FUCED APPLNS. OR Ex. Occup. ounETs RESID. Ea 5-.00 Temporary Service 23.100 Mobile Home Facilities 2Q.00 Misc. Wirin 23.0023oOO PERMIT FEE $ 4 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home InstallatiFee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 78 HA2. D. FEES IMP D CDF PARCELPD HO �i IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic ed ab fo whi h fees have been paid. BY �t CIla '[ PERMIT EXPIRES ON. ` J 1 11 Dete ReceiptNo. % WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK-IN$•QECTOR GOLDENROD -APPLICANT 43. �- 072=530, 013,+C `{'' , .:02-1984 `BOBBY WALKER EAGLE VISTA, OROVILLI ,. } ELECTRIC FOR FUTURE LOT DEV. -r` i s 1t "' • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 62-- Mq. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-530-013 ZONING BUILDING PERMIT OWNER WALM 1301-RBY TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG AD &ESS 443 WHITE OAK (M. OAKIFY, CA 945fill -4911 CONTRACTORS NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER 1 Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELIC FOR F11nW IDT DEVEUJPMERr Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A DRE' SS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. so I OR ADOONrasT. ( & ACC. 3.50 BBUDS. NON-RES,D. @7.50 POWER APPARATUS & SINGLE OUTLET CIR. 20 EX. Occup. OUTLET OR FIXTURES SAL O .50 Ex. Occup. ourLEtDTSA RM) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ection PERMIT FEE $66.W WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ` d/.r 'L+ ) I1' Date 7 tet 2 t. a L Signature of Applicant - NfOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HID ISSUE V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. gyi'� ' Y Date 17 PERMIT EXPIRES ON Date Receipt No. 360612 $" fllf) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CertainTeedM Builders Statement. InsulSafe 4 Fiber Glass Blowing Insulation JUn Homeowner Name / Jobsite Name j Ali Home Address 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. 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. (t.) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27 0.986 22 49 29.6. 34 0.800 181/2 44 26.4 38 0.712 16'/4 38 22.8 44 0.615 14% 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 51h 11 6.6 151 0.179 4% FAI 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. fL 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 @2002 CertainTeed Corporation 11/02 R -VALUE AREA (SQ. FT.) INSULSAF (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS )THICKNESS WALLS / �J FLOORS 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. fL 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 @2002 CertainTeed Corporation 11/02 �"�ib^w" est 1 � cr -�....�.vk.,y�.•„-•-�•••�«,,,,,,,i�r+�i.rr7.o'J+� `t COUNTY OF BUTTE t BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751 7•County 'Center Drive • Oroville, CA •;(530):538-7541 f CORRECTION NOTICE s r -O NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the a3; above address'and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 9 4 , — 145 t r • 3 tj �y 1 % s.MS•^%.•T '.\ 'i�/:" � ��i ••,y�,rc •Y Ar'' 4L Ra«I `i' Y� � t 91 4 at t, ' K;� tiif•.. _ � !"'r ♦R dike .:�� 'L� s� we rte• � {1 T Y t' « Date �` 1 •i Inspector '� �► s �, r `tjr' �.'. REV 10/9'/2 � t "'ti r•-'�'r, '��` •' yI r�ilyh,�, t >r�x' f'a'r. �' 4 7• i. r.`�, a•' t «l.ry3. _� IN COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION l 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 079-530-013 ZONING MID BUILDING PERMIT OWNER TWAT - ER BOBBY HONE 5RQ-06 52 SO. FT. OCC. BUILDING VALUATION 1905 R 102 870.00 OWNER'S MAILING ADDRESS 19,008.00 CONTRACTOR'S NAME TELEPHONE 512 C 6 656.00 02 0 434.00 CONTRACTOR'S MAILING ADDRESS P-0. ny 61977 QR�QVILLE, GA 95966 CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total Valuation $ 130 468.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 7. 0. BUILDINGAp I Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 54.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ 164.00 ELECTRICAL PERMIT Fling Fee 20.00 500V OR LESS Main Service 2a AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ias owner of the property, am exclusively contracting with licensed contractors io construct the project. Cl 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: p I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO LGOOA 46.00 NEW CONST. ( DWELLING OCCUP. 3.50F°. 6 OR MLIA.0 r coNS.. NON REBID. @7.50 APPARATUS a sINGLE ourLEr CIR. .00 FIXTURESEX. Occup. OUTLET OR FIXTURES BAIL @ 1. 0 LNS Ex. Occup. ountDrs RESID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 146.65 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 5.00 25.00 Cooling Hood 1 6.50 0.50 Ventilation PERMIT FEE S 81.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ( . I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �, 9 X Ol Date x4 s -d -k 4t_.� Signature of Ap licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heig t. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 TOTAL FEE $ Coreeb ris MP PAac rss rmit is issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By J Dat PERMIT EXPIRES ON 213/0 � ate Receipt No. ,r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT j:!"R(.r� �Tv "m-Ys�rft,-•---`irs.R.-.- .--i^r. " -' i - �-. .. .., �. ,. . - -.,..- . ar-".'[w".r'^x,�pemrrntr'i�'�.1}"7rr'bt�lfllw�'!i'3�f:�Wlr+w�.'rR;t^4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUkDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-754,1 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ��. ASSESSOR PARCEL NUMBER_ Proposed Building Use: Counter Technician:��Q Date: 02y ;L— Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to dpply. —1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. f4. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 41 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required. for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet... 5,CTA.p dl.Zryl. �{ ....... . ❑ 15. Statement of Intent for Non -heated and A/C Buildings .............................. ,K 16. Sanitation and plot plan approval from the Environmental Health Department in - ?�L ❑ 17. City of Chico Plumbing permit ........................................... 4Parc ;l 18. California Department of Forestry plan approval 'Paid. Sent- by(7............. --,�--,��-'� ❑ 19. Planning approval for (A) Use: Obi (B)Parking: (Check: Q'! ,2-�_ 43 2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ph>tr 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23.' Contractor's license infofrnation -(Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 026.)Letter of Signature authorization.................................................................... /V XRecorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. xisting violations and/or expired permits.......................................................... D Grant Deed, ❑ M. Titl Stat ment of Facts, ❑ Letter from gal Owner, ❑ Check to H.C.D $ 31. Other: When issued Tele one j p and hold for pic I have been informed of the above items and requirements for obtaining a building permit. alicant: e �31,—Dot : -�N S-9 26 -t- 1. 6 -t - 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co er, by.. Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: , L Date: i i / Z/v 2 Structural approved by: , L, Date: jtj? lo Z Note transfer by: Date: -T r . Yellow: Buildine Division -.- , .. _ _ _r_ _ 4 E.H. USE ONLY Piot Plan Attechod j �7 Roar Plan Attschod Sant to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance CC r- Owner Location AP# ✓ Water Supply: l Plan Approved for: Sewage Disposalpp y: Public Private Wel Clearance for t/ dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Special &I Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. #c 1. PROPOSED BUILDING USE �— DATE2Aal-',12— RECEWT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .........\....$ _..:�tHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) t� Residential ...................... x $360.00 = $ e® Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) P47. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (raid at Building Division) i 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT 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) y BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) x School District S .LJ k Building Department No. / A.P. Number �� Jurisdiction: City County Property Owner & 14 Property Location/Address U ; Subdivision Lot No. �1 Residential�E Development ........................................................................................................... € Sq. Footage .. No of Living Mobile Home Addition/. Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection) ................................................................................................................. . Commercial/IndustrialC. .0: . 0.:..-...�.,. � .. ,� �..L�-+- + _ . Sq. Footage .:..._ " ` New Addition (Including Exteior Roofed Areato A� Building d partment Representative Date oor Plans reviewed by School District District Identification No. Pj 1 ei� J ��>` ��t- School District certifies that (Applicant) ' sgq _ o*s3 (Street Address) (Phone Number) IS (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing C,� J. School District °� 0 S square feet. "q o r— by payment of $ n AB 2926 $ FULL MITIGATION $ Paid by Check # Remarks: P 1;L 3 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If,.subsequent to the. School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may subject to additional'school•fees to fully mitigate its impact on the school district's schools'. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/90dmm O 1 O RESIDENTIAL PLAN REVIEW GUIDE o .. rte, ..::.- a° SINGLE FAMILY, DUPLEXAND n_ _d MISCELLANEOUS OAT 'Ovvrer. Building Permit Number: (Q ;F, iZe,7,59 .Plans Examiner—:,L1/&n 5i.rn)oon A. P. Number: GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing --iolations on the property. ecorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks. side card, easements, etc. Other buildings or structures. Grading. fills and/or drainage. Flood hazard. Special condibionsjog Parcel Map: Noise ❑ SR Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage feess ❑ Federal :kid Rout11eand/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) f OOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net lear openable height dimension shall be 24". The minimum net clear operable width dimension shall W20'. 'When %indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more thea 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise pe mined in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not Itis than 7 foot measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1 All hans bitable rooms except kitcheshall have an area of not less than 70 square feet and not less than 7 fed is ant dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen. wet bar. and exterior receptacles (NEC 210). `Vater 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 a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. aria om. compartment or alcove opening directly into any of these (Uniform Mechanical Code SOClIon 30:.3). ge fire.call separation - required on garage side including supporting walls and posts (UnAGM S Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UIv1C section 203 confined space & 223 unconfined space & 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ,1-5. Water closet clearances (Uniform Plumbing Code 408.5). ,Shov►Yr compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). � 7-:-- ng 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 mall panels shall start at not more than 8 feet from each end of a braced Nallline. Braced wall panels unlit 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 center in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced call lines must be continuous throughout the structure. 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not compIN• with the Uniform Building Code. This must include the designer's "wet" stamp, signaMm, registration number and expiration date on all sheen of plans depicting the designed elements and cover sheets of calculations. ,.3! Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and mall construction details complete enough to construct building. 7.' Roof construction details complete enough to construct building. .,8- Fireplace consnvction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12'. Stud heights. 13; High expansive soil — special foundation design required. 14. Retaining malls requiring design. f 15. Gypsum m -aboard nailing inspection required. -1� 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 proNided by a registered professional engineer or architect that the design mill allow equalization of hydrostatic flood forces on eaZerior malls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. --Vr Electric, heating, ventilation, plumbing and air conditioning equipment and other ser\ice facilities shall be designed and/or located so as to prevent water from entering or accumulating mith the components during conditions of flooding. MISC'ELLAN'EOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). EMerior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairmays (Uniform Building Code section 1004.3.3.2). Taro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. . CDF responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fin Sprinklers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pzee -- )f XAAAA. r ech November 25, 2002 Verticaffechnology Engineering M RbLFX oAa - #2M,Gv4CA, %9% Ph PD)s9AM Fbc(-EW)899-11M RE: Walker Residence, Eagle Vista Dr., Oroville, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 9-9-02 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Walker, Bobby 02-2659 STRUCTURAL COMMENTS W. The Engineer shall provide a letter certifying review of the truss calcs, and that loading and span criteria have been met. On Sheet 7, please include a reference at the 18' , shear wall with two windows to detail B/7. A-1 Calculation p. 13 uses a length of 11' for wall C. It's OK, although it should read I 10.5'. Truss calcs are missing for Trusses A1, A2, B1, GE, and bracing criteria. Keith Long Plan Review Consultant 13 VerticalTechnology r Engineering 3 83 Rio Undo Ave Suite 200, Chico, CA 95926 XekAA&Aj Ph. (530) 899-8716 Fax (530) 899-1102 II Email MDHPE@cs.com Structural Calculations Client: Walker Fami Project: Walker Residence Location: Forbestown Rd and Black Bart Rd, Oroville, CA Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 9/18/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE. DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 9/18/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMINGILUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2'X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE -COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: 9/18/02 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48° LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0' C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14° IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 30 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT_ WO ENGINEER AT VERTECH ENGINEERING DESIGN OF Ger)t:x- G 1 L. coo cAs 0 PAG E DATE . O .stis►rv,ir_ Mn cc Y- 00 (1. + zopsvl-)) walk ^ C 2q2l 4/� )( �s s- ---p 19,E io 1� P q0,01311 coo -Fir -.,c; 2.5 PI 'y 2 . on � cee Iin9 2.s roo Z L 30 Psi wa11 01- 15P.5 -i-' Gov- Ioor �. 4o 1's -F .stis►rv,ir_ Mn cc Y- 00 (1. + zopsvl-)) walk ^ C 2q2l 4/� )( �s s- ---p 19,E io 1� P q0,01311 PROJECT Wo I kir' VERTECH ENGINEERING ENGINEER AT DESIGN OF L.- ckAcx- o 1 L- i n I- ck PAGE DATE 6 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Walker Residence Date: 9/18/2002 Comments: Wind Speed: 75 mph Importance: 1 12.5 Exposure: B -10.8 -11.6 -12.5 One Story or Partially Endosed Multi-StoryStructure -14.3 -15.5 -16.7 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof -29.2 Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.T- 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not Wall Elements n areas of disconti All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Walker Residence Comments: Date: 9/18/2002 Units: Kips & Feet (UNO) Zone = 3 STORY HT Soil type = I Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = 1 =•020 FOR ALL OTHERS 1w TA = Ct(hn)" Max TB = 1.4`TA VEQ = (Cv'I'W)/(R'T) Ft = 0.07' M (If T<.7, Ft=0) 0. 29 0. 129 EQ: CvI/RT = 0.7614 0.7611 V/W: VEQ = 68.5 68 V: Ft = 0.00 LEVEL STORY HT a 2.5 a R 14.7 0.0396 0.1636 3.6 14.7 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 12 12 90 1080 14.7 15 176 16 10th 0 0 0 0 0.0 15 176 0 9th 0 0 0 0 0.0 15 176 0 8th 1 0 0 0 0 0.0 15 1 176 0 7th 0 01 0 0 0.0 15 176 0 6th 0 0 0 0 0.0 15 176 0 5th 0 0 0 0 0.0 15 176 0 4th 0 0 0 0 0.0 15 176 0 3rd 0 0 0 0 0.0 15 176 0 2nd 0 0 0 0 0.0 15 176 0 1 st 0 0 0 0 0.0 15 176 0 PROJECT 1N0 VER•TECH ENGINEERING ENGINEER AT DESIGN OF I- a-i-e.x o l Loa c, D e v t, l n 17�nne,n -i- vVrin� PAGE ) DATE 9 O ►C°'' I I �� ►►.-sf,) > P X750) 16 Fsf ) Z)-ZIC6 \6 �c) � ► �)(1 .-4?sC 1 15'616 (2S' I I 1 , -3- p ss -F > :za lb 110 33216 PROJECT WQ VERTECH ENGINEERING ENGINEER A� DESIGN OF d-cr c Lop J oE;ye� Co 2 LO N V TO vv s B - 2 050 - 4-2 -- Z )o 1,4 IA - 40 O z I►4 �+-2 40(o?D-P+2 IM PAGE _) DATE 2 obi > 1 1 4 1 I6 52� I I6 33 S8 Ib -00 II7) --;� 32S2 1h 7 3 -�A- 2 (740 2 4 00 ►b --> I -1►1 Ib .l .4 PROJECT Wa I kcic- VERTECH ENGINEERING ENGINEER AT DESIGN OF t--Q4cr o� Loo j S v vr�m Q r w i end 0 6) A 205o) 3 32116 C I I S$ b 3'2 I g 0 3-7 32 2 514`D 3 i 4 I Co e sosr,ni C. 06) t 14.I — 52� I 325 2 5531 ►�►ll z n _ (-- 7, CIO 14, -7 00 i l:::> P 2 20 7 PAGE 10 Q DATE / Shear Wall Design Program VerTech Engineering Project: Walker Residence Date: 9/18/02 Location: Units (UNO): lbs, in Panel Thickness 3/e 3X Sill 3.17 3.73 Panel Orientation Short Dimension Aaoss Studs F 1.98 NG 1.52 Nail Type 1.28 NG 0.99 NG 0.76 Anchor Bold Diam. t1/2��g Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade =C -DC -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade DF -L my AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Allowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22,.Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 12 VerTech Engineering Project: W a I k -e"(- Engineer: e"rEngineer: fVT Desiqn of: Shear Walls Framina Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Walllu u Lftl &M in A 2059 7 7 7 294 4" B 5291 18 18 18 294 4" C 1158 11.5 11.5 11.5 101 6" D 3358 20 20 20 168 6" 1 3432 30 30 30 114 6" 2 5537 18.75 18.75 18.75 295 4" 3 1711 8 8 8 214 6" VerTech Engineering Project: 1Na I k C Engineer: AJ - Design of: Shear Walls Stability Page: Date: Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) Ib/ft Lftl (ft -lb) (ft -lb) A 7 7 150 9 18531 3675 2175 B 18 18 500 9 47619 81000 -1405 C 12 12 175 9 10422 11571.88 1 D 11 11 500 9 15866.6 27562.5 -851 1 30 30 150 9 30888 1 67500 -995 2 19 19 250 9 49833 43945.31 548 3 8 8 250 9 15399 8000 1025 V 13 I4 Design of: Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -Ib) (ft -Ib) (lb) A 0 0 0 0 B 4 9 10582 4000 1746 C 0 0 0 0 D 9.5 9 14355 22563 -626 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 PROJECT N6,/a N6,/a11jftX - ENGINEER DESIGN OF 0 Grav e VERTECH ENGINEERING ma PAGE 15 DATE 9 O C3 PROJECT V Va I k c( - ENGINEER AJ DESIGN OF GY av i VERTECH ENGINEERING PAGE I Co DATE 9 Ab ( be c rn s E 1 - 2 Co x ►p`° Ib -int '2 x Co CD ci e�� I_ _ ��' b = (o cool 16. b ► b �S = 0).3x\0 lb -int + x b pFt'2 3 1 C-� �, 3 gra c� Dco<' Pe aAe- r �1 I C�9 1 j j '+..- 16 v = 2 3 t lI, F - ria- - x10` 1b-�n2 Ps I_ s e -e cites ►cj n abov-c PROJECT WrIA kip -Ir VERTECH ENGINEERING PAGE I ENGINEER /-�� DATE 9 LQ DESIGN OF C r -<a .,/ i +,, 0o e Qry-N s 4- -A 4k 10O 2 B �b �yP•cal Floor Joi s + _ X31 16 F-1 = 3(o x 10.E 16 -ire 1._ - to -h _ I (z %I 2 x?-) DF #2 Cd �k-o "*0- C. G r d -ex L= = 41 G 5 -4 -1 b 20bS 16* EZ = 141 x 10'�° Ib- ;n2 4 x 12 D17 3Co - T pi c Q � �'-pL = Co y Tv '6 = 1 1 '12- hit = 2 450 �+ - V = I co 33 Ib. ET = 53 X I O� Ib -ir�2 2 5 IS -r+ - I b V = 2012 cb. E -Y = 45 x toy Ib-►�r,2- 4- -A 4k 10O 2 B �b �yP•cal Floor Joi s + _ X31 16 F-1 = 3(o x 10.E 16 -ire 1._ - to -h _ I (z %I 2 x?-) DF #2 Cd �k-o "*0- C. PROJECT VVQ IIS -.r VERTECH ENGINEERING PAGE ^I 5 ENGINEER 111\TDATE "! DESIGN OF fv Cbcavv, v - 1500 0b f= Z S 16 g10 - Ty Pl CCA �Or L� CRear� FT L = S M = 532 -R-I6 1l = 2 Cc Co ) b 0(olb-;,r,2- co 1 2e.car Po CIV-) C-,► rcl ce t� / 1►'�'b_SI t\A = 2 5 V = 11 2E5 16 �S = gcj x ICS Ib 4X,bOF412 Beam Sizer Design Program VerTech Engineering Project: Walker Residence Location: B1 Slope of roof Dead Load Live Load ❑ Valley Beam TULL Defl. Criteria (U) Length of Beam Width 1.5 in Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 12234 RB= 7.6 Total Uniform Load Mmax Height Required Vmax 1.30 EI Req'd 6 in^2 1.00 le= 2.1 Fb*= 1346 95 plf 757 ft -Ib 379 Ib ❑ Shear at d from face? 26 *10^6 #-in^2 iC) Date: 9/18/2002 ❑ Valley Beam 5 :12 Select Beam Width 1.5 in 16 psf ❑ Round Member 30sf P DF -L #2 Dimensional ❑ Horiz. Member 240 360 Fb' 1337 psi 8 ft Fv' 95 psi 2 f 1 ft Height Required 5.2 in 1.30 A Req'd 6 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 16 in^4 1.15 Controlling Design Bending 1.00 le= 2.1 Fb*= 1346 95 plf 757 ft -Ib 379 Ib ❑ Shear at d from face? 26 *10^6 #-in^2 iC) 20 Beam Sizer Design Program VerTech Engineering. Project: Walker Residence Date: 9/18/2002 Location: B2 ❑ Valley Beam Slope of roof 5 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 30 sf P DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 1167 psi Length of Beam 9 ft Fv' 95 psi Width tributary to beam: 6 ft . Unbraced Length 2 ft Height Required 7.1 in CD 1.00 CF 1.30 A Req'd 20 in^2 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 68 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 24390 le= 4.1 RB= 5.4 Fb*= 1170 Total Uniform Load 284 plf Mmax 2876 ft -Ib Vmax 1278 Ib ❑ Shear at d from face? EI Req'd 109 *10^6 #-in^2 21 Beam Sizer Design Program VerTech Engineering Project: Walker Residence Date: 9/18/2002 Location: B3 ❑ Valley Beam Slope of roof 5 :12 Select Beam Width 3.5 in Dead Load 16 psf�� ElRound Member Live Load 30 psf e Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2872 psi Length of Beam 16 ft Fv' 290 psi Width tributary to beam: 13 ft Unbraced Length 2 ft Height Required 12.5 in CID 1.00 CF 1.00 A Req'd 25 in12 CM 1.00 Cv 1.00 S Req'd 82 in13 Ct 1.00 Cfu 1.00 1 Req'd 567 1n^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 17390 le= 4.1 RB= 7.1 Fb'= 2887 Total Uniform Load 615 pif Mmax 19691 ft -lb Vmax 4923 lb ❑ Shear at d from face? EI Req'd 1134 '10^6 #-in^2 22 Beam Sizer Design Program VerTech Engineering. Project: Walker Residence Location: B5 Slope of roof Dead Load 5 :12 Live Load Width 3.5 in TULL Defl. Criteria (U) Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length � Horiz. Member CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 18481 RB= 6.2 Total Uniform Load 51 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Shear Date: 9/18/2002 1.00 le= 4.1 Fb"= 990 521 plf 4165 ft -Ib 2083 'lb ❑ Shear at d from face? 120 •10^6 #-in^2 ❑ Valley Beam 5 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 30 psf DF -L #2 Dimensional � Horiz. Member 240 360 Fb' 987 psi 8 ft Fv' 95 psi 11 ft 2 ft Height Required 9.4 in 1.10 A Req'd 33 in^2 1.00 S Req'd 51 in^3 1.00 1 Req'd 75 in^4 1.00 Controlling Design Shear 1.00 le= 4.1 Fb"= 990 521 plf 4165 ft -Ib 2083 'lb ❑ Shear at d from face? 120 •10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Walker Residence Location: B6 Slope of roof Dead Load Live Load TULL Defl. Criteria (l) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1:00 Cc CL 1.00 Fbe= 23570 RB= 5.5 Total Uniform Load Mmax Vmax EI Req'd 5 :12 16 psf 30 psf 240 360 6 f 11.5 ft 2 f 1.20 1.00 1.00 1.00 1.00 Date: 9/18/2002 ❑ Valley Beam Select Beam Width 3.5 3.5 in DF -L #2 Dimensional _ I El Member I I ❑� Horiz. Member Fb' 1077 psi Fv' 95 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 4.1 Fb 1080 544 plf 2450 ft -Ib 1633 Ib ❑ Shear at d from face? 53 '1016 #-in^2 7.4 in 26 in^2 27 in^3 33 in^4 Shear 23 Beam Sizer Design Program VerTech Engineering. Project: Walker Residence Location: B7 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 19134 RB= 6.1 Total Uniform Load Mmax Vmax EI Req'd Date: 9/18/2002 1.00 le= 4.1 Fb*= 1080 805 plf 2515 ft -Ib 2012 Ib ❑ Shear at d from face? 45 *1016 #-in^2 24 ❑ Valley Beam 5 :12 Select Beam Width 3.5 in 16 psfEl Round Member 30 psf DF -L #2 Dimensional � ❑Q Horiz. Member 240 360 Fb' 1077 psi 5 ft Fv' 95 psi 17 ft 2 ft Height Required 9.1 in 1.20 A Req'd 32 in^2 1.00 S Req'd 28 in^3 1.00 1 Req'd 28 in^4 1.00 Controlling Design Shear 1.00 le= 4.1 Fb*= 1080 805 plf 2515 ft -Ib 2012 Ib ❑ Shear at d from face? 45 *1016 #-in^2 24 Beam Sizer Design Program VerTech Engineering Project: Walker Residence Date: 9/19/2002 Location: B8 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11219 le= RB= 7.9 Fb'= Total Uniform Load Mmax Vmax EI Req'd 25 ❑ valley Beam 0 :12 Select Beam Width 1.5 in 10 psf (� El Round Member 40 psf DF -L #2 Dimensional � Horiz. Member 240 360 Fb' 1234 psi loft Fv' 95 psi 1.33 ft 1 ft Height Required 5.7 in 1.20 A Req'd 5 in^2 1.00 S Req'd 8 in^3 1.00 1 Req'd 19 in^4 1.15 Controlling Design Bending 1.00 2.1 1242 67 plf 831 ft -1b 333 Ib ❑ Shear at d from face? 36 "10^6 #-in^2 25 Beam Sizer Design Program VerTech Engineering. Project: Walker Residence Location: B9 Slope of roof Dead Load 0 :12 Live Load Width 3.5 in TULL Defl. Criteria (L/) Length of Beam 40 psf Width tributary to beam: � . Horiz. Member Unbraced Length Fb' CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 38587 RB= 4.3 Total Uniform Load 1 Req'd Mmax 1.00 Vmax Shear EI Req'd Date: 9/19/2002 1.00 le= 2.7 Fb'= 1170 500 plf 2250 ft -lb 1500 Ib ❑ Shear at d from face? 58 •10^6 #-in^2 Cis ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf❑ Round Member 40 psf DF -L #2 Dimensional � . Horiz. Member 240 360 Fb' 1168 psi 6 ft Fv' 95 psi loft 1.33 ft Height Required 6.8 in 1.30 A Req'd 24 in^2 1.00 S Req'd 23 in^3 1.00 1 Req'd 30 in^4 1.00 Controlling Design Shear 1.00 le= 2.7 Fb'= 1170 500 plf 2250 ft -lb 1500 Ib ❑ Shear at d from face? 58 •10^6 #-in^2 Cis Beam Sizer Design Program VerTech Engineering Project: Walker Residence Location: B10 Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 14133 RB= 7.0 Total Uniform Load Mmax Vmax EI Req'd 0 :12 10 psf 40 . psf 240 360 8 f 1.33 ft 1 f 1.30 1.00 1.00 1.15 1.00 Date: 9/19/2002 ❑ Valley Beam Select Beam Width 1.5 in DF -L #2 Dimensional ❑ Round Member Q Horiz. Member Fb' 1338 psi Fv' 95 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb'= 1346 67 plf 532 ft -Ib 266 Ib ❑ Shear at d from face? 18 "10^6 #-in^2 4.5 in 4 in^2 5 in^3 10 in^4 LL Deflection of Beam Sizer Design Program VerTech Engineering. Project: Walker Residence Location: B11 Date: 9/19/2002 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf ❑ Round Member Live Load 40sf P FDF #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1168 psi Length of Beam 9 ft Fv' 95 psi Width tributary to beam: 5 ft Unbraced Length 1.33 ft Height Required 6.7 in CD 1.00 CF 1.30 A Req'd 18 in^2 CM 1.00 Cv 1.00 S Req'd 26 in^3 Ct 1.00 Cfu 1.00: 1 Req'd 51 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 39110 le= 2.7 RB= 4.2 Fb*= 1170 Total Uniform Load 250 plf Mmax 2531 ft -Ib Vmax 1125 Ib ❑ Shear at d from face? El Req'd 98 *10^6 #-in^2 PROJECTkVERTECH ENGINEERING ENGINEER A DESIGN OF GrG V 1 + ( COl u nnin S 16 LLA _ 4x 4 .s PAGE 2 DATE q O 2 C.2 - V a3 = 40) 23 16 4x9- F2.5 C3 - x es �' (o Y2 1_ _ C) V-2 So Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 �i Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Project: Wo, I kex- Engineer: AT n of: Foundations VerTech Engineering 2 Page: J Date:2 Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1F Project Title.......... The Walker Residence Date..09/18/02 18:17:52 Project Address........ Black Bart Road ******* Forbestown *v6.01* 7 o Documentation Author... Marty Runnells ******* Bu ing Pr it Energy Calculation Services ` o 1907 Mangrove Avenue, Suite E Tian Check!_ Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -024125 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... 1915 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 15.3 % of floor area Average Glazing U -factor... 0.4 Btu/hr-sf-_F Average Glazing SHGC....... .0.42 Average Ceiling Height..... 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-13 R-n/a R-13 0.088 PLAN FRONT, LEFT BACK, RIGHT KNEE WALL, GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SW) 9.0 0.350 0.350 Standard Standard None Window Front (SW) 17.5 0.350 0.350 Standard Standard None Window Front (SW) 6.7 0.400 0.400 Standard Standard Yes Door Front (SW) 10.0 0.570 0.650 Standard Standard Yes Window Front (SW) 6.7 0.400 0.400 Sta Standard Yes Window Front (SW) 20.0 0.350 0.350 AWTEC�,� dard None Window Front (SW) 20.0 0.350 0.350 "aa dard None Window Left (NW) 25.0 0.350 0.350 Sta,D d Yes Window Back (NE) 24.0 0.350 0.350 St�� Yes Door Back (NE) 20 . 0 0 .570 0 .650 St�ahsa dard Yes Window Back (NE) 6.0 0.350 0.350 Standard Vdard Yes Window Back (NE) 6.0 0.350 0.350 Standard Standard Yes Window Back (NE) 12.0 0.350 0.350 Standard Standard Yes Door Back (NE) 40.0 0.570 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R rn, � I — mb,o T.T,I 1,cr V =C2 racnna T)a1-P _ _ nA /l 8 /n2 18:17:S2 MICROPAS6 v6.01 File -024125 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal Orientation Window Window Window Window Equipment Type Gas ACSplit Back (NE) Back (NE) Back (NE) Right (SE) FENESTRATION Area U- Shading Interior (sf) Factor SHGC Shading 12.0 0.350 0.350 Standard 25.0 0.350 0.350 Standard 25.0 0.350 0.350 Standard 9.0 0.350 0.350 Standard HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard None Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Storage Gas Standard REMARKS Number Tank External in Energy Size Insulatior System Factor (gal) R -value 1 .6 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Walker Residence Date..09/18/02 18:17:52 MICROPAS6 v6.01 File -02412S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Company. Address. Phone... License. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Walker Residence Date..09/18/02 18:17:52 ****** Project Address........ Black Bart Road Forbestown *v6.01* Documentation Author... Marty Runnells ******* BUI Ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -024125 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value. �— *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. wo- 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmiss=on rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality N/ standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. O A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Prc» ect Title.......... The Walker Residence Date..09/18/02 18:17:52 MICROPAS6 v6.01 File -02412S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation N/A pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Walker Residence Date..09/18/02 18:17:52 MICROPAS6 v6.01 File -024125 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY 15.00 Page 1 C-21 Project Title.......... The Walker Residence Date..09/18/02 18:17:5: Project Address........ Black Bart Road ******* 13.40 11.69 1.71 Forbestown *v6.01* 40.28 40.06 Documentation Author... Marty Runnells ******* Building Permit Performance Energy Calculation Services Residence 1915 18079 1.00 Yes Setback 2.0 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standardsby Enercomp, Inc. MICROPAS6 v6.01 File -02412S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 15.00 15.26 -0.26 Space Cooling.......... 11.88 13.11 -1.23 Water Heating.......... 13.40 11.69 1.71 Total 40.28 40.06 0.22 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area.......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1915 sf Single Family Detached New Front Facing 225 deg (SW) 1 1 ReducedYear Raised Floor 1 18079 cf 0 sf 15.3 % of floor area 0.4 Btu/hr-sf-F 0.42 9.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- .Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 1915 18079 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2I Project Title.......... The Walker Residence Date..09/18/02 18:17:5: MICROPAS6 v6.01 File -02412S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal Surface HOUSE 1 Wall 2 Door 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Door 9 Roof 10 Roof 11 Floor Orientation HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 window 8 Window 9 Window 10 Door 11 Window 12 Window 13 Window 14 Door 15 Window 16 Window 17 Window 18 Window Front (SW) OPAQUE SURFACES 0.350 225 Area U- Insul Act Solar Form 3 Location/ (sf) factor R-val Azm Tilt Gains Reference Comments 503 0.088 13 225 90 Yes None PLAN FRONT 10 0.330 0 225 90 Yes None ENTRY 317 0.088 13 315 90 Yes None LEFT 154 0.088 13 45 90 Yes None BACK 99 0.088 13 135 90 Yes None RIGHT 47 0.088 13 225 90 Yes None KNEE WALL 315 0.088 13 225 90 No None GARAGE 18 0.330 0 225 90 No None TO GARAGE 1375 0.025 38 n/a 0 Yes None TO ATTIC 552 0.025 38 n/a 0 Yes None VAULTED 1915 0.037 19 n/a 0 No None RAISED FLOOR 90 Back FENESTRATION SURFACES 0.350 0.350 Area U- Back Act Exterior Shade Interior ShadE 0.350 (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (SW) 9.0 0.350 0.350 225 90 Front (SW) 17.5 0.350 0.350 225 90 Front (SW) 6.7 0.400 0.400 225 90 Front (SW) 10.0 0.570 0.650 225 90 Front (SW) 6.7 0.400 0.400 225 90 Front (SW) 20.0 0.350 0.350 225 90 Front (SW) 20.0 0.350 0.350 225 90 Left (NW) 25.0 0.350 0.350 315 90 Back (NE) 24.0 0.350 0.350 45 90 Back (NE) 20.0 0.570 0.650 45 90 Back (NE) 6.0 0.350 0.350 45 90 Back (NE) 6.0 0.350 0.350 45 90 Back (NE) 12.0 0.350 0.350 45 90 Back (NE) 40.0 0.570 0.650 45 90 Back (NE) 12.0 0.350 0.350 45 90 Back (NE) 25.0 0.350 0.350 45 90 Back (NE) 25.0 0.350 0.350 45 90 Right (SE) 9.0 0.350 0.350 135 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 6.7 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 10.0 n/a 3 8 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.7 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 25.0 5 5 20 1.5 2 2.5 n/a n/a n/a 2.5 20 1.5 9 Window 24.0 n/a 4 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 n/a 6.67 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a Y COMPUTER METHOD SUMMARY Page 3 C -2I Project Title.......... The Walker Residence Date..09/18/02 18:17:5: MICROPAS6 v6.01 File -02412S Wth-CTZ11S92 Program -FORM C -2R II User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal System Type HOUSE Gas ACSplit Tank Type 1 Storage Refrigerant Minimum Charge and Duct Efficiency Airflow Location Left Fin Dpth Hght Ext n/a n/a n/a n/a n/a OVERHANGS AND SIDE FINS n/a n/a n/a Window— n/a n/a Overhang n/a n/a n/a n/a Area n/a n/a n/a Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext 11 Window 6.0 n/a 3 10 1.5 n/a n/a n/a 12 Window 6.0 n/a 3 10 1.5 n/a n/a n/a 13 Window 12.0 n/a 6 10 1.5 n/a n/a n/a 14 Door 40.0 n/a 6.67 10 1.5 n/a n/a n/a 15 Window 12.0 n/a 6 10 1.5 n/a n/a n/a 16 Window 25.0 n/a 5 2 1.5 n/a n/a n/a 17 Window 25.0 n/a 5 2 1.5 n/a n/a n/a HVAC SYSTEMS System Type HOUSE Gas ACSplit Tank Type 1 Storage Refrigerant Minimum Charge and Duct Efficiency Airflow Location Left Fin Dpth Hght Ext n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Tested Duct Duct R -value Leakage 0.800 AFUE n/a Attic R-4.2 No 10.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS Heater Type Distribution Type Gas Standard REMARKS Number in System 1 Tank Energy Size Factor (gal) .6 50 Right Fin— Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a ACCA Manual Duct D Eff No 0.73; No 0.64-r External Insulatior. R -value H- n/a HVAC SIZING Page 1 HVA( Project Title ........... The Walker Residence Date..09/18/02 18:17:5 Project Address Black Bart Road ******* Forbestown *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -024125 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1915 SF. Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1915 sf 18079 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 225 deg (SW) Heating (Btuh) Cooling (Btuh) 10182 5212 4756 3092 n/a 6269 10283 4222 n/a 2325 2522 2112 27744 23232 n/a 4646 27744 27878 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. SITE PLAN REVIEW APPLICATION �7- 17-va-- Date: AP# 07;�-- S3C) _0 P Permit Number fif applicable) (3Z- 2 (o5c� APPL ICA NTINFORMATION Parcel Size: Owners Name: R�S fit r-t- do-( Owners Address: Telephone No.: Situs Address: f0_,.cZ( l -e 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 ❑ Llulti-family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel F�Ai �Co'� 1 C?Ifh Cro��en`@ :roll C$ e ❑ Commercial Remodel - ❑ Industrial Remodel Other Septic Well Agricultural Exempt Building g ❑ Other: Brief Explanation (if necessary):, DO NOT WRITE BELOW THIS LINE DEVELOP,VEjVT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date `7 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N Snow Load Area:r- ❑ 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) j� SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See atta yd) • Flood Zone: • Flood Panel No.: 10 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 ReclamatiomBoard) ❑ 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) 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: - J� Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pa.2t2of5 Zoning Code Streets & Highways-' ire Preventi Subdivision Map Front 21� D L / 70 61L Side Side Street Rear I Height Watenvav N/A N/A N/ ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Pa.2t2of5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff' ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -------------------- ------------------------=--------------------- 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 ❑ 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 It Subdivision Map/Parcel Map: S�ED� �`I._A'i' S V_r6 Map Date of Recording: 62— Lot: Z Lot: I b ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 3�Z Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed 'in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings. and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Lleasures 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 pian for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Eneineered foundations are required. ❑ Class A roofs are required. Pate 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:Ndy pocumenus Budding Permit Site Plan Reviewl.doc Page 5 of 5 COPY of Document Recorded ?' AND WHEN RECORDED MAIL TO: 02 -Oct -2002 2002-0051635 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Has not been compared with OROVILLE, CA 95965 original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on .adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 4_9T 3s 0.S 11S�+tlu'+� pin �lAof �Q�t�a- VV\m \\A '0n9. aF�\ce. C� �tiiE 1'2c,ew�er �� -0A 0-011blt-1 CIF �3"11 Srml Nell 1 XA book b'S c) -F7 i0615, r41 P—Ies 3 3—� Ar/V 0U-" 3Ia ["13-eC)0 Date State of California County of loyan'. 4 On J - ot- -30. ZA> — PROPERTY OWNERS: s t>► y. wta f-1 ,e% E WA. k ke r - before me, personally appearedjg., 66g rti�//rev aec/ ;sLT „�ti C_ . i,-/9/heY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature —�! Seal: Krr A.P. #O %� S l0 (Y —004 EDWARD B. BELmv COMMISSION 1213235 NOTARY PUBLIC-CAUFOANIA C6 . AL.AMEDA COUNTY MY commission exp. MARCH 19, 2003 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT p5� ASSESSOR PARCEL NUMBER 072-530-0 ZONING - BUILDING PERMIT OWNER Walker Bobby TELEPHONE _ SO. FT. OCC.. BUILDING VALUATION .OWNERS MAILING ADDRESS 443 White Oak Court Oakley, CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Eagle Vista, Oroville CA Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBON610NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFS] Duplex ❑ Mobilehome ❑ Other SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: trenches for electric to well, , and water lines in same ditch to future site Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMITFEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200, To 46.00So CCU000A NEW CONST. DWEWNG OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5QFT, T. ItO"Ery qO,p MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.SAL ZO @ 1.00 @ .50 Ex. Occup. onxuTELE°TSA PP., pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00..23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. X �( _ Date '�W,1� 2-& q 2_ Signature of Applicant - K Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling - Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ H]AZ. FEES IMP FLQ�tI ,j` COF PARCEL PD HD ISs yf This permit is hereby issued under the applicable provisions of a Butte County Code and/or Resolutions to do work indic ed ab fo whi h fees have been paid. By D �� PERMIT EXPIRES ON Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 k1246)-?§RAPPLICATION AND PERMITZ Ac s cssoR ►.aea ►ureEra �^ BUILDING PERMIT OWNER TEIOFMN . Uj d�� l -U S SO. FT. 1 OCC. BUILDING VALUATION .,�.,.AMlk ABOWC11 CONTRACTOR'f NATE CONTRACTOR'S W4lNO ADORESf CONSTRIOCrION LENDER UENOEWS MNLMG ADORE9S ARCWTECT OR ENOINEER ARCWTECT OR EN004EEMS;VNO ADDRESS auwNG ADORES$ {DT No I SMONISIONS NAYS Ll56 I. NO vJAVr- PARCEL USEOFSTRUCTURE SF '� Duplex O Mobilehome O Other TYPE OF WORK New O Addition ❑ Remodel O UdGties ❑ Installation O Other O Describe Work: _ 2�It g'1 -k Fire lace Total Valuation s Filing Fee ti 20. Permit Fee S Plan Checkin Fee E Energy Plan Checking Fee t b PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewE Mobile Home mng ee 120.0 7.00 . 00 15� 1 5.00 E00 00 Q20.00 PERMIT FEE ! 5--� ELECTRICAL PERMIT I Filing Fee 20.0 Main Service o0R SSS Main Service xoA To�10-00A.00 23.00 NEW CONST:UP ORADONS.�Aoc CsPrD_ NOKRESID INLTF UTLU _APP_ i !MOLE OUTLET GR. I @7.50 EX. Occup. ounET OR FwrunEs y20 0 O.1 - EX. OCCU FDXO APPtNS' oR OVrLM 610. EA 5.00 Temporary Service 23.00 Mobile Home Facilities P0.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.0 Heating Coolin Hood I I 6.50 I PERMIT FEI` S Mobile Home Installation Fee i Energy Inspection Fee i «c "" T - TOTAL FEES qR d 5n- -Z• I D. FEES I RIP I FUMD I COF PPAAC& I PO 65 This permit is hereby Issued under the applicable provision of the Butte County Code and/or Resolutions to do wor Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �Z J �• (Rev. 12/96) APPLICAT40N AND PERMIT AS SESSOR PARCEL NUMBER 072-530-013 ZONING BUILDING PERMIT OWNER OBBY TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAKING AD RESS 443 WHTTE OAK M, OAKLEY, CA 94561-4911 CONTRACTORS NAME 0 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS EAGI E ITT STA Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC FOR, FUTURE LOT DEVE'L,OPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2oOA OR LESS 23.00 9_3 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 31, 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ��,,�/ Date�.1��-� Zya'i� Signatu-47of —Applicant - Kowner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 20OA TO IOCU00A 46. 00 NEW CONST. DWELLING OCCUP. SO so OR ADDNS. ( a ACC. Bins. 3.50FT; INpµgo I. BRANCH MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. 00 EX. OCCU OUTLET OR FIXTURES B20 @ 1 0 Ex. Occup. Oflxu'' A ',g A_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I?r_ - an 22 00 PERMIT FEE $ 66.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 66 nQ HAZ. D. FEES IMP FLOOD CDF I PARCEL I PD HD I$SU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 7L-2� applicable provisions Resolutions to do work been paid. f Date 2� 2 03 D e rReceiptNo. 36061 7 ��:� _ nfl WHITE-D.D.S.-E.D. CANARY- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California, 95965 - Telephone (530) 538-7541 P ►�T" N u (Rev. 12/96) APPLICATION AND PERMIT t�Z - / ASSESSOR PARCEL NUM@ER• _ l 17 zomtm BUILDING PERMIT OWNER T LEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS =Ss" COMMCT TELEPHONE CONTRACTO s MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation b ARCHRECT OR ENGINEER LICENSE NO. Filing Fee b 20.00 ARCHITECT OR ENGINEERS MAUNG ADDRESS BUILDING ADDRESS 475 T S r e dl Permit Fee b Plan Checking Fee b Energy Plan Checking Fee b b PERMIT FEE $ LAT 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 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Irl" . 1144 dP1j&PVAo� ++ii gas water heater or vent 1 5.00 Gas PIping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE S ELECTRICAL PERMIT ( Filing Fee 20.00 c /� t% I n 5l� . .S e of �' �,�i-pZ T� C00 S'� Sahay. �f GvMobile ��_•�� (� _ 11�:(,, awoo "WeThis N�l1M fVb �,�"W46 Main Service OOV OR LESS 00DA ORLES23.00 10 Main Service pDA TO 1000A 46.00 NEW CONST: OR ADDNS. ai AOC. Effs. 3.5cso NtW UUNST. MULTrOVTLEr NON•RESID. @7.50 POWER APPARATUS 8 BINDLE OVTLET CIR. 2L Ex. Occup. OUTLET OR FDMUREs 20 ® I.00 sO EX. OCCU FILED APPLN6. OR OVRErS E81D. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 isc. Wirinq 23.00 ` �C PERMIT FEE S 1 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood ( 6.50 Ventilation PERMIT FES $ Home Installation Fee b Energy In Fee $ ocD CONST - TOTAL FEE$ NA2. 1 0. FEES I IMP FLOOD CDF I PARCEL PO HD i ISSUE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON qw PRE -INSPECTION REPORT OWNER: �b LOCATION: CONTRACTOR: PRE-INSPEMON DATE: A.P. #• la-' 530 C18 ZONING: DATE TO INSPECTOR:7- 2,6-62_ PERMIT HLSTORY:jYf4ONE ( )AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Electric: Gas: CommerciaUUsage: Residential/0 of Units: Currently Occupied AbandonedNacant Yes 4 No Electric currently On Off Condition of Electric Natural Propane None /� Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working y0 T V& 7— Potable Water Alb. Obvious SewageProblems_ Comments: ACTION RECOMMENDED: ISSUE: ✓ HOLD FOR Inspector. i Date &4 — Sketch buildings on reverse and indicate location on proper. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. 12196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMOER '� _ 17 o BUILDING PERMIT OWNER 30TIL.EPIHONE NON! SO. Fr. OCC. BUILDING VALUATION OWNERS MAJu S6 / Fireplace Total Valuation b —Filing Fee I $ Permit Fee b Plan CheckingFee b Energy Plan Checking Fee b b PERMIT FEE b PLUMBING PERMIT 20.00 Fling Fee 20.00 COMRAC7 CONTRACTO T MAR1N0 ADDRESS CONSTRUCTION LENDER LENDER'S MARLING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCWTECT OR ENOINEERS WAILING ADDRESS 6uILOwG ADDRESS C U C a LOT NO SUBDIVISION'S NAME PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEesv Each Trap 7.00 Solar or heat PuTR water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation O Other O Describe Work: 4f,,(e'. 1�7� t�liPlr�li��f +` Each as water heater or vent 15.00 Gas I in stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE ! ELECTRICAL PERMIT I Filing Fee 20.00 Main Service °0DV OR LESS zoaA OR LESS 23.00 GO 1W SRA O�� ,r G� /^ / / , //�/ `� / — v��/// Ie�� NkYY1 Ab � L4� 1Y446 Main Service. 200A TO IOWA 46.00 NEW CONST: OWELI NO OOCUP. 50 OR ADDNS. 1 ACC. GILDS. I 3.5¢r7. O =%=NOKRES10. I @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. TI Occup. OUET OR FIXTURES 9A®I 50 EX. OCCU f EO APPLNS. OR OUTLETS ES 10. EA. 5.00 Tem2orary Service 23_00 Mobile Home Facilities 20.00 isc. Wirin 23.00 _Lfi,� `� ` PERMIT FEE = t MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood I 6.50 Ventilation PERMIT FES ! Mobile Home Installation Fee b Energy Inspection Fee b OCC CONST. TYPE TOTAL FEES `'� NAZ. D. FEES IMP fL000 COf PARCEL PD NO ' 65vE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON r IG f , J SWEDES FLAT SUBDIVISION 72_53 PORTION OF SECTION 23, T. I9AE,- R.3E. Nam ' \�\ � • MVW --_-- �,'� _s'�- _--- ---------- 1 --LANE '(�o'Moraxcuanc EAGLE i &02 AC. 3d6AC &H AC. &o4AC d� y Jr A JJ AI Jo M AI A/BAC 749AC ! 6.17AC 6.12 AC. � 630AC. � 633AC � w 66/AG 6SJAC � �... E 'AmpJOO o 32 40 Aumm's Mop Na 72-53 52 o i9 w ��.� ��. 317 County of Bulk. COIN ISI° 2� • `IOs s*nn nAr as naa. m -a 1 -so -a: W L- u 39• �• 155 0311:0-419 SWEDES FLAT SUBDIVISION 72-53 PORTION OF SECTION 23, T.I9N., R.5E. �o i------ - -- —"� EDQ � q O/ IY I1 10 O O O @ O S! '1 so lD t>J Ig' >!19AG � 6.IrAC. 6.IYAC. 630AC• 6.13AC. 6.61AC o 6.33AG $.• 116AC. SS < A eo Ir i2 ra 17 to • n rs u (J39°,29'.326 Assessor's Mop Na 72-53 52 w il.I0 a2..317- County o/ &ft. calif rl5q. areolasrata► a arae. 33-42 "&-OR •3sS villi W IRI ° zI•.;TS?