Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
066-300-027
066-300-027 01-2213 MALLORY, BRIAN 13693 WEST PARK MAGALIA NEW 3BR SF I t NOTES RESIDENTIAL PERMIT NO. S 066-300-027 01-2213 MALLORY, BRIAN GALIA ` 13693 WEST PARK, MA NEW 3BR SF r, i J SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS �t VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address J GAS DaX��A Meter By ELEC I� ` Meter By Date i � r " r+ 1 1 JOB FINALED (Date) v �� Signature V = OK 0 = Not aK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except k's 8. 1. Zoning Requirements -Setbacks -Easements 9. 2. Soils; Special MH Support Sketch 10. 3. Sewer; Location -Test -Fall -C/O -Concrete 11. 4. Water; Location -Test -Easement Needed (Sketch) 12. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Discorinect 8. Utility Clearance FINAL (Plans) OK except ft's 1. Setbacks -Easements Date Soils; Compaction -Structure Stability Card B-1 Date _ Card B-1 Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date N� Card B-1 - Date MOBILE HOME INSTALLATION (Plans) OK except S'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. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 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's 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK ' 0 = Not OK = Not Applicable =Not Ready RESIDENTIAL (; Date derfloor (Plans) OK except #' - L<Zpff ng -Setbacks- Easement s -F d -slope 40— F ain; Soils-Elec. d.-/ /- Fig. Depth 4. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ft , orches & Decks; Soils -Steel-/ /" Ftg. Depth Steall ain; Steel-Blockouts-Wrapped 5 t alls, Garage; Steel-Blockouts-Wrapped Ua4old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers- 'replace Ftg.-Steel 54.Width-Headroom-Rise•Run-Landing-Fire V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Lq-ldrpas Pipe; Size Anchors - Yard Gas Piping; Size Test t . aler, Pipe; Test -Anchors -Regulator -Service Test Date lectric Underground W.V.; Test Fittings & Anchor -Nail Protection enu s-& Ducts; Clearance -Material -Support -Ins. 4 rde ills -Anchor Bolts-Joists-Vents-Crippies Ab!Siz bxes & No. of Conductors Stapled orpex Installed Close to Edge of Studs & C.J. qu' . round made up w/Meth Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At InsulaJed Neutral ❑ Yes O No erv' a -Riser Conductors & Ground Main Disconnect 32 ui . Clearances Panels-Motors-Mech. Equip. 33. thes Closet Light -Shower Light -Spa Light 3 oke Detector Date Y3/Rccess & Ventilation Card B-1 Date Card B-1 16. Insulation 40— A.C. Ducts Insulation & Support ba--F—urnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection Date 5 Card B-1 Date Card B-1 Date Fur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Card B-1 Date Card B-1 Date Slats & Rails PLUMBING (Permit) OK except #'s 54.Width-Headroom-Rise•Run-Landing-Fire Protection ater tr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 1ate tppe; Test & Anchor -Nail Protection Date AMING (Permit) OK except Ws W.V.; Test Fittings & Anchor -Nail Protection Sit oper Materials & Anchors 20. Shower Pan; Test, First Floor -Tub Access Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 21. Test Tub & Shower, Second Floor -Tub Access 4 ra op -in Walls (rat proof) ec Receptacles in Garage (F.F.I.)-Romex Protection as Pipe; Sixe & Anchors nsul ion -Foam -Looked in Attic eaders & Beams -Size & Bearing u Rails & Deck Construction -Post Caps Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Card B-1 Date Card B-1 Date 82. Card B-1 Date Card B-1 Date -8tQOCs6Town-Finish ELE TRICAL (Permit) OK except #'s A.C. Unit Disconnect. Electrical- Plumbina ixtur Transformer Clearance -Ins. Protection 2p eS.Receptacles Spacing -Lights & Switches at Doors Ab!Siz bxes & No. of Conductors Stapled orpex Installed Close to Edge of Studs & C.J. qu' . round made up w/Meth Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At InsulaJed Neutral ❑ Yes O No erv' a -Riser Conductors & Ground Main Disconnect 32 ui . Clearances Panels-Motors-Mech. Equip. 33. thes Closet Light -Shower Light -Spa Light 3 oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s 40— A.C. Ducts Insulation & Support ba--F—urnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection ent Fan, Exhaust above insulation 5 + 37. Co hsate Drain & Overflow, Size & Grade 5 Fur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 5 Attic Access & Platform if Furnace in Attic Slats & Rails Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54.Width-Headroom-Rise•Run-Landing-Fire Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except Ws f 17, 6 Sit oper Materials & Anchors A. . Duct in Garage -Damper Wall tuds-Nailing Spacing & Braces -Plates -Sound Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection ea ' Walls over Girders & Floor Nailing Ib., Elec. & Mech. Equip. Listed for Location 4 ra op -in Walls (rat proof) ec Receptacles in Garage (F.F.I.)-Romex Protection r tops, Furred Ceilings -Stairs -Chasers -Tubs nsul ion -Foam -Looked in Attic eaders & Beams -Size & Bearing ;Ingle & Duplex) Date FRAMING (Continued) Date H ers"Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 40— I�eqlace Ties or Type A Flue- Fireplace Throat Clearance ba--F—urnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection ttic cess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm Windows or Exiting Doors -Sill Ht. & Dimensions 5 ar�re Protection Framing 5 r rty Line Firewall & Openings Slats & Rails Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54.Width-Headroom-Rise•Run-Landing-Fire Protection EI 'Outlets at Wood Panel, Int. & Ext. Plyw n Roof Overhang -Attic Vents -Rafter Outriggers Ki ixt. & Appliance; Ground -Air Gap -Cooking Clearance - ;ding -Nailing Veneer firlia o Mesh -Drip Screed -Fd. Vents-Underflr. Access 'dig Area -Glass Protection -Skylights -Plastic f 17, 6 S ear Walls; Nailing -Bolts rac�Jnterior/Exterior Wall Panels ndows Date ��_ Date Card B -t Date Card B-1 Card B Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings Smoke Detector ba--F—urnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection Bedroom Exiting G F.I. & Bath Fixtures & Tub Access -Spa 6 Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Slats & Rails X-116lace or Stove, Clearance -Hearth 7 EI 'Outlets at Wood Panel, Int. & Ext. Ki ixt. & Appliance; Ground -Air Gap -Cooking Clearance - Ele .Outlets & Receptacles at Kit. Counter 7 G age Fire Door; Swing -Landing -Closure 7 A. . Duct in Garage -Damper 7611%r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 7 Ib., Elec. & Mech. Equip. Listed for Location 7 ec Receptacles in Garage (F.F.I.)-Romex Protection 7 nsul ion -Foam -Looked in Attic 8 u Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive U Yes ] No/Walks U Yes 0 No/Planters J Yes ] No ,& -8tQOCs6Town-Finish A.C. Unit Disconnect. Electrical- Plumbina t),5!Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 8 xte ' r Elec. Trim, G.F.I. Receptacle -Underground 8 . entilation Throuahout House 90; -Corrections from Previous Inspections 97 as Test -Meters Tagged, Gas -Electric 92 ater & Sewer Connected -C/O to Grade -HD Approval 9 ergy Compliance Certificate -Other Certificates qjjtddress Posted Date Card BAggFDate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Apr 10 02 06:10a LOERKE INSULATION CO.,INC 5308918560 p.1 a LOERKE INSULATION CO., INC. INSULATION CERTIFICATE NWIW�ffi SWM Gthr _ DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness pnches) 2. CEILING Batt or Blanket Type --Fess Batts Thicimesa (inches), 42 " Loose Fill Type Fhhergfass Contractorls min installed hVR L; 77AMI U 7777 TN mal Resistance (R Value) Brand Name Johns Marnn7le Thermal R (R Value) 3S Brame Name Johns Manville w'M9 sq- - ,FY lb. A aur"urn Thicmhess %6 inches. Manufacturees installed weight per square foot to achieve T hennal Resistance (R Value) , g & EXTERIOR WALL Material Eibmlas, Bafts Thickness,('rncthes} .3: S 4. RAISED FLOOR Ma Taal Film>ass OWS Thic lu ss (inches)---- .5. inches)_ .:5. SLAB FLOOR (PERIMETER Material Perimeter 1nsulatiort Depth (inched . 6. FOUNDATION WALL Material Thk*ness Qncthes} DECLARATION Brand Name Johns Manville Thermal Reftance (R Value) Brand Name . Johns MM6I1a Thermal Resistance (R -Value) �9 Brand Name Thermal Resistance (R Value) Brand Name Ttwnai Resistance (R -Value) I hereby certify that the above insulation was installed in thebbuurldtng at the above I on in conformance with current ft a mgNe on the C ofd where ap 2rt 6, Cafffomia Code of C 1f&nLOERKE INSULATION CO., INC. re, um GesWft Subcontractor neral r (Co. Name) Or Owner ate nature, ubcothtractor o. alineor General ontractor (Co. } Or owner C stalk S r'Co. Name) r (Co. ame) Or Owner iCOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 -7541 PERMIT NO. (Rev. 12/96) t APPLICATION AND PERMIT 01-2213 ASSESSOR PARCEL NUMBER 066-300-027 ZONING - UILDING PERMIT OWNER BRIAN MALLORY TELEPHONE 873-1355 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 6122 DANA CIRCLE MAGALIA 95954A412 IT -7 CONTRACTOROWNER 'S NAMETELEPHONE Q CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS �,yct><'^-' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fe ` -' �� , r' Plan Checking $664-00 $ ARCHITECT OR ENGINEERS MAILING ADDRESS 13693 WEST PARK, MAGALTA BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. 72'S SUBDIVISIONNAME 38-69/73 10-27-71 PARCEL MAP PLUMBING PERMIT riling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 1 9 -nn TYPE OF WORK New 0 Addition 13Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF 3 BR . Gas piping system 1 - 5 outlets 15.00 15-00 Building sewer 15.00 15 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 a*0R LESS Main Service zo.VA 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 f4JI force and effect.Z y �— 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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. 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 fre: Carrier S � 1--e-CoLli �n Su 1261 d--LSwr -Lc-e. �+-rr1. /Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers'. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date �'— S� O/ _ Sign . e of Applica ❑ Owner AContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolitionor c ' n of structures over 3 stories in h t. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. ( a ACC. Bu)s. 3.50'T. =REOSIDT' MULTI -OUTLET @7,50 POSINGLE OUTLET CIR.WER APPARATUS 8 Ex, Occup. OUTLET OR FDCTURES 20 x1•00 aAL .50 Ex. Occup.ouTrs AtsID R.5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation S PERMIT FES $ 60 QC) Mobile Home Installation Fee $ Energy Inspection Fee $ R_�c CONST. TYPE TOTAL FEES 1, 527. 11 _ IMP X FLOOD X CDF X PARCEL X PD X HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat a for which fees have been paid. B Date 10 Z� PERMIT EXPIRES ON b /Z(jo Z to Receipt No. fCla 31. ,3 Z WHITE-D.D.S.-B.D. CANARY• SESSOR I K -IN P T R G L ENR -A P I A T - 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-221' ASSESSOR PARCEL NUMBER 066-300-027 ZONING BUILDING PERMIT OWNER BRIAN MALLORY TELEPHONE 873-1355 SO. FT. OCC. BUILDING VALUATION 1/4J 'j41122.00 OWNER'S MAILING ADDRESS 6122 DANA CIRCLE MAGALIA 95954 - 41A2 11 ' CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fah. Plan Checkiri Fee $ $ 431 60 ARCHITECT OR ENGINEERS MAILING ADDRESS 13693 WEST PARK. MAGALIA BUILDINGADDRESS Energy Plan Checking Fee $ 23 00 $ PERMIT FEE $ LOT NO.-72SUBDIVISIONS NAME 38-69/73 10-27-71 PARCEL MAP PLUMBING PERMIT riling Fee 20.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.0015-00 TYPE OF WORK New Ck Addition ❑ Remodel ❑ Utilities ❑ Inshallation ❑ Other ❑ Describe Work: NEW SF 3 BR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15- 00 Mobile Home S G W 020.00 PERMIT FEE ! Li no ELECTRICAL PERMIT I Fling Feel 20.00 Main Service '.*.' o Ess 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in I force and effect. Z y Z_ 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 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 workerscomppe�nsation Insurance carrier and policy number pre: Carrier S�T� �UM/Rn9-C17"'1 d--,-S Policy Number r' (The above sections need not be completed if the permit is for work of a valuation ( of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the Work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �j X _ Date ! — s' �� Sign of Applica ❑ Owner ^ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hePht. Main Service 200A TO 1000A 46,00NEW CONST. DW,ELLM occuP. so OR ACDNS. ( & ADC. S. 3.5¢x. 76 31 NEW ,NON -RI. CONST. ULT1•0U C @7.50 POWER APPARATUS 8 SINGLE OUTLET CI0. Ex. Occup. OUTLET OR FoiTVREs 20 1.00 SAL so Ex. Occu . o,m r5 I. DPP.°EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ lig 91 MECHANICAL PERMIT Fling Fee 20.00 Heating 15 00 Cooling Hood 6.50 Ventilation PERMIT FEIE S � Mobile Home Installation Fee $ Energy Inspection Fee $ R�c _VN CONST. TYPE TOTAL FEE =1, 527.11 MAZ. _ 1 D FEES IMP X I FLOOD X I ODP X I PARCEL X I PD X 1 HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Te ReceiptNo. ivcf 531"JJY//-2-VJ WHITE-D.D.S.-B.D. CANARY• SESSOR I K -INSPECTOR GOLDENROD•APPLICANT • • I v.- utvtLOPMENT SERVICES - BUILDING DIVISION --7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 `R�' 12 9 APPLICATION AND PERMIT ) , a PERMIT NC AR IIESSON PARCEL Numm GpQ Z% zow OWNER BUILDING PERMIT �Al 11 TQIp►q . OWNER'S MAILING ADOFIE �� Q'� j3�- S4• FT. OCC. BUILDING VALUATION CO �-- MRACTCgy NAME 14,a� r T Nil 0-0' i CONTRACTOR'$ MhIUNO ADDRESS CONSTRUCTION LENDER - © LENDE" MNuNO ADORERS / ARCHITECT ORENGINEER �\��iaTotal Valu tion S UClNSE No. S ARCHITECT OR FNONEFA9 MAUNo ADDRESS Filing Fee 20.00 Com) Permit Fee g R %AANOADORERR Plan Checkin Fee b Energy Plan Checking Fee S 23 LOTNO..7 2 sueONebammE PARCEL MAP PERMIT FEE _ ' �27-7 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 SF/MZDU plQX ❑ Mobllehome ❑ Other Solar or heat um water heater 23.00 ePMsv Water i Ing 15.00 �- TYPE OF WORK Each gas water heater or vent 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 Describe Work: 3 �/L . ��� Mobile Home S G W Qo 20.00 PERMIT FEE t �� ELECTRICAL PERMIT Flln Fee 2 .00 Main Service ' oRLess low OR LESS 23.00 _ t� Main Service -c 200A TO t000A 48.00 J NEW CONST OWELI�NO OCCUP. oR ADoNs. Q.l a ACC. eLDS. 3.5¢x' NON-RESID. MULTI -OUTLET 0750 !S� POWep APPARATUS a sWOLe OUTLET CIF. Ex. Occup. ovTLEr OR F%TuREs 20 8 I.00 SAL so Ex. Occup.o� Es1O°EA 5.00 ,6A11 11 Tem oral Service 23.00 Mobile Home Facilities 20.00 -. Misc. Wiring 23.00 PERMIT FEE i f *PERMIT FEE PAID � �32 '� MECHANICAL PERMIT Fling Fee 0.00 SRA - Heatin g % Cooling SHERIFF Hood 8.50 OTHER Ventilation S 13 . PERMIT FEt: t 0 Mobile Home Installation Fee S E-flergy Inspectioil, Fee E .c ! c co r. AMOUNT RECEIVED 2 3 I TO ALF E $ - NA2. D. FEES D F PIVEL NO ISSUE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work "RECEIPT NUMBER 4�g Indicated above for which fees have been paid. * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON I u COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"ITAPPLICATIONDATA ►SHEET OWNER: ASSESSOR PARCEL NUMBER: p C ' o • �" Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data moat a submitted prior to permit p ceasing and/or.issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- E37. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installationinstruc ons including Tie Down Specifications.------------------ Fees of $ ,.� ---- -24 n-- f ------ --------------------------------------------------------- 1 Impact fees as shown on the attached schedule. ------------------ ,--— ) --�-�5 --------------------------- � I California Department of Forestry plan approval/fees. ------------------------ . - ------------------ 3. Flood elevation certificate. --------------------------------------------------------- ----------------- 74 anitation and plot plan approval M, Health Department. ---:--------------------------------------- ❑ 5. City of Chico plumbing permit. ------------------------------------------- --------------------------------------- ` ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 17 " Planning approval for (A) Use: 1Z (B) Parking: -------------------------- 8. Contact Land Development about ❑ Improvements, ❑ Dramag�Legal Parcel. ----------------------- r9. -----1-------------- 9. Encroachment Permit for driveway construction approval prior to occupancy) 1 lo� t 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ . ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- +, ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 4. Letter of signature authorization. ------------------------------- '5. Recorded copy of Agricultural Acknowledgment Statement. 26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- El 29. -------------------.❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: _ (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. El Telephone SZ- (` S6 Z3 and hold for pickup at v rUV office. ❑ Deliver with inspector. S-nfzucr-� , i242v I eW I o(►1 APPlicett, - .—T % Date: C/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air 6llution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ ZOr: Date: . By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items Contractor, design own f' was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date: /0//V D Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ii phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building y''7�'ision counter, by Date: Plans reviewed by: Date: Plans approved by: O< a Date: Sets of plans on hold in 11 Plan Cabinet, 13 A.P. folder. Note transfer by: 8 . Date: l r i - M. US ONLY s Plot Plan Attached Floor Plan Atte had O — sent to 8.0. TO: Building Department FROM: Environmental Health 1 SUBJECT: Sanitation Clearance 34V - Q47 Owner Location AP# Plan Approved for: Sewage Disposal ,� Water Supply: Public Private Well Clearance for 3 b dwelling. Other / /2zvt-1lcr?ccA e derd-,do-4 a(" . Hold final for: Final clearance O.K. for: NOTE: ��% /0-/0-01 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE, DEPARTMENT OF D'EV'ELOPMENT SERVICES'- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER -_J A.P. # PROPOSFD BUILDING USE / DATE v RECEIPT # DATE REC. UILDING PERMIT FEES 1 --Balance Due ........................................................ $ , --Additional Fees Due ............................................ $ ' --Additional Fees Due -............................................ $ --Revised Plan Checking Fee ..............................``... $ ' �2.SCHOOL DISTRICT FEES (paid at District Office) �. SHERIFF FEES (paid at Building Division) ,Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ • #Units Amt. Commercial (Sq. ft.) ............. -X-=$ Sq. ft. Amt. E -/7 RECREATION DISTRICT FEES THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) e 04 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER �� 33/4!� 2 - At At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE r_ Sy/ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) `r•• ,...,.,.u,,•__..-.rs,._.�-. �. ...,• ,,,�Cytii;y,: r-ra-:wF•i.y'9`»".:,�^''`"+�;=*L.{t'�+'�It•,tt'''�"`�".h""`.y..rrr.'—^-.—. r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM rrY .'(One form per Building) �r School District o h Building Department No. A.P. Number /jh-,� �%`�% Jurisdiction: City County Property Owner ��� /f fj ��{ • / Property LocatiordAddress Subdivision Lot No. °7 Residential Development • ...................................................................................................... : Sq. Footage NTntsg Mobile Home Addition 'Supplemental to (Grou R) Installation Conversion Permit # *(No foundation inspection l .......................................): ............................................................................ Commeraal/Industrial' i, 3 r, Sq Footage New Addition _ - - (Including Exterior Roofed Areas) .r7 . f Building Date (moor Pians reviewed by School District Personnel) `District Identification No. ` chool District certifies that (Applicant) G-7 (Stre Addre )- ~ (hone Number) (City) ` (State) (Zip Code) has complied with the requirements of Resolution No. representing l square feet. Scho I1 istrictt-R presenter Paid by Check # Remarks: by payment of $ 11AB 2926 $ FULL MITIGATION $ Date . . Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs 110/981dmm J; AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 (I�I'fl III � ILII I III ��'ll' III II "f 200 1 —0048049 Recorded I REC FEE 10.00 Official Records I CONFORM .00 CoBuMEOf I CONFORM .00 CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I . Assistant I Vickie 10:50AM 16 -Ort -2001 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this -acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations- All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date OCTOBER 15, 2001 PROPERTY OWNERS: i i • - n►awry -/ - State of California County of ' BUTTE On 10-15-01 before me, CHERI HOVEY, NOTARY PUBLIC personally appeared * BRYAN W. MALTARY * personally (mown 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/shelthey 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 m \hand and official seal. Signature I Seal: A.P. # 066-300-027 MF� w CHERI HOV OEY ,r °'�:.....� Comm. #1159283 � m NOTARY PUBLIC CALIFORNIA 0 `. BUTTE COUNTY My Comm. Expires Oct. 20, 2001 w� ORDER NO. BU -191344-2 CH DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY -OF BUTTE, AND IS DESCRIBED AS FOLLOWS: TTTf /1TT T _ LOT 72, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4",. WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1971, IN BOOK 38 OF MAPS, AT PAGES) 69, 70, 71, 72 AND 73. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED -HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 066-300-027-000 PARCEL II• A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F, G, H, I, J, K, L AND M (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2, 3 AND 4. —1g,g m ,ga i 77 DECK Ej ra6a r •tra ! wao O: F _U:!1 CFsd, — — dI —o a —M—�- — — 7117 CLMEilT ( - NOOK .%a1%a6r ti3%7'A 1 i 11'tt •7'A a%ilGSI I 11 —":i i LIVING AREA ,. 1743 sjn f ! � t r—bT6 5p'S—� :nom STORAGI - - BEDROOM w x SJLst ILI''/\I 10 % I22 r6'SCLC`GORE Q MASTER BDRM G, LIVING 157).202 a- y,� ) 't Yf1\•>Lti MR;.'6:IF.'OON C 1 CLOSET 0,7'3i ]'f2 LMHGR:A.V—_lffP.Y G <)Y.1 (iL�9ltH fpE ) �1. 21'2:148 e - - - - i !( C—L ET 410x:E ~ HALL <sa _ _ _ O 5 :ems ENTRY s6c^. ass r asd7 �g 3 ;>OOM DINING o KITCHEN' -� ICv� LAUNDRY j x r3 BATH BEDR ISt q _ _U:!1 CFsd, — — dI —o a —M—�- — — 7117 CLMEilT ( - NOOK .%a1%a6r ti3%7'A 1 i 11'tt •7'A a%ilGSI I 11 —":i i LIVING AREA ,. 1743 sjn f ! � t r—bT6 5p'S—� :nom STORAGI � O w r6'SCLC`GORE (E�LIIU.FRn!JiIRa xr ,4 ... IYOR N2 a- \` , m -Rs ' GARAGE R 21'2:148 e I i !( naa '., mlg rr,'7 SCALE: 1/12" = 1 FOOT s APPROVED Butte County - Environmental Health -----A to Date�( Signature 1t MALLORY CONSTRUCTION i BRYAN MALLORY 6122 DANA CIRCLE! j MAGALIA, CA 95954 ' (530) 873-1355 { PROJECT , 13693 WEST PARK MAGALIA, CA 95954 10% 160/ MALLORY _CONSTRUCTION_ ' S6 BRYAN MALLORY PLOT 6122 DANA CIRCLE PLA'N' MAGALIA, CA 95954 -(530) 873-13_55 PROJECT -- -- 13693 WEST PARK ,SCALE: 1 INCH - 20 FEETMAGALIA, CA 95954 / AP# 066-300-027 m � _ � o O m � U O W V � U W . ! ! C�= 11 l! Lu a a a' aa) f1.. 0) E rZ *: .r � I I ® I e� Q 5 O ! !. \ LL) I I 10% 160/ MALLORY _CONSTRUCTION_ ' S6 BRYAN MALLORY PLOT 6122 DANA CIRCLE PLA'N' MAGALIA, CA 95954 -(530) 873-13_55 PROJECT -- -- 13693 WEST PARK ,SCALE: 1 INCH - 20 FEETMAGALIA, CA 95954 / AP# 066-300-027 l ater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must. be in line or offset from eacif other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exced 34feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. J lerestory requiring balloon framing and/or engineering. oundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). loor.construction details complete enough to construct building. levations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. ireplace construction details and calculations if necessary. arage door header size(s). orch header size(s). ypical header size(s). ' tud heights.- High eights.High expansive soil - special foundation design required. 4 Retaining walls requiring design Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the. bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. lectric; heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be degigned and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS:, Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). . Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 1545-�1 & 2). . Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two 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). r Attic access and ventilation (Uniform Building Code section 1505). ound requirements. Energy design compliance and supporting documentation. �CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. • 2. ❑ Flood elevation certificate. 3. ❑ Fire Sp ' rs re uire . 4. ❑ Special tion re a nts. 5. ❑ Use Pe t conditions. 6. ❑ Sub -S rdard on le er. , Page 2 of 2 r Owner: Plans Examiner: e' RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UTLEX AND MISCELLANEOUS ONLY Building Permit Number: ',o /- /_3 A. P. Number: ( � — 06 �7, E RAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. -roper description of work on the application sting violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing 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 permitted in this - section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which 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 r bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ' -' v AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 16 -Oct -2001 2001-0048049 Has not been compared pith 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: SEE ATTACHED LEGAL DESCRIPTION Date .00TOBER 15, 2001 PROPERTY OWNERS: State of California ) County of BUTTE ) , On 10-15-01 before me, CHERI HOVEY, NOTARY PUBLIC personally appeared * BRYAN W. MALLORY * 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. I '' Signature � i A. P, # 066-300-027 sAA A CHERI HOVEY Seal: Comm. #1159283 gb y NOTARY PUBLIC CALIFORNIA Q BUTTE COUNTY � - My Comm. Expires Oct. 20, 2001 ORDER NO. BU -191344-2 CH DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY -OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 72, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1971, IN BOOK 38 OF MAPS, AT PAGES) 69, 70, 71, 72 AND 73. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND.. APN 066-300-027-000 PARCEL II• A NON—EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F, G, H, I, J, K, L AND M '(THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2, 3 AND 4., MALLORY CONSTRUCTION 6122 DANA CIRCLE MAGALIA, CA 95954 �/- 22 /3 BUTTE COum" BUILDING DEPARTMENT F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA _959.69 APPROVED.: (530) 872-0254 0A.7/0/ P�!- FLY EM80HEENOma CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: • fliF��'O.�' BY: DATE: SHEET No. / OF CHECKED BY: DATE: JOB No. SUBJECT: r ��� I� ���/�, �. 6rF �s TlfC- �i`�r,Gi�,c.�, �•1:�/G/Tl R C E 32434 pVESS/p � Reg. Expires ` 12-31-2004 �`` Q�`� L. Trn yG� F2a` No. 32 � FIV GG ¢p 'w CA Psi ?Psi — c 7Z� = 6% j z _ 12-9 A, 2D FLU EMMMEEROM CIVIL • STRUCTURAL ' (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 . LCUUMOMB BY: rt -7 DATE: /a O/ SHEET No. ` OF CHECKED BY: DATE: JOB No. 114-r (ereW77) /97.e t!C110 49 3 = ZZclo f Av x 16 --.IV 7iP s� /10 .g. O112, f,7elZ f /6x 4 J_ tl-� �� t 3 lv� `, A 9 ?) (M21? 0) /0' 1 all 2 xe (32 x 7-11%9X ZZ f 3OX ¢l O�l7rc`tPIc Z f/ pi__ sff6_lf�c 01rce-s ¢x Z s g. 33 4 4 e. `"'— GS'?rff 12,E 0 FLU EH12UH E QOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: /r-� DATE: /D �( SHEET No. OF f_ CHECKED BY: DATE: JOB No. /9-r —If 30 /fix 3 Z = , vz <e hoc- I? j2 f, /3 x Z -fix 2 /7 wn e r�DG . n n �n FUr EMOOMEEWOma ��WV��VWI,=.\LLQ �LrJL�.�VL�Ln1��O�uV� ` CIVIL • STRUCTURAL /Q O` BY; DATE: SHEET No. F (530) 872-0254 FAX (530) 872-9331 ,O%O 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB Not. /�" SUBJECT: �PROJECT: Syr 3' r . 2� sys►��o %6 q ds,a syr �v� 41 /CSD sel All /7//Vl) TOE Ell, ES_ f' . /2 0 • c . l5'EL.D _ T,gwS��,c �`�..� / T. S. C A L C U L A T I O N S F O R CONCRETE CANTILEVERED RETAINING WALLS MALLORY CONSTRUCTION 6122 DANA CIRCLE MAGALIA, CA 95954 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 Own C-mtm BUILDING DEPAWMEW APPROVED SUBJECT: CONCRETE CANTILEVERED RETAINING WALLS FLT EGINEERING 5790 CLARK ROAD BY: • FLT DATE: 8/01 JOB NO: 1149 PARADISE, CA PROJECT: MALLORY CONSTRUCTION SHEET 1 OF 6 6122 DANA CIRCLE, MAGALIA, CA 95954 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVERED RETAINING WALL FOUNDATIONS. CODE 1997 UBC SUPERIMPOSED LOADS: MIN. DL = .012x3+.010x8=.12k/1, MAX. LL = .030 x 15 +.012 x (15-3) +.050 x 6 =.90 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH -. BEARING ( INCLUDING DL + LL) -AND SLIDING RESISTANCE ( MIN. DL ONLY), 6" CONCRETE WALL: A.1 2'-.1" TO 4'- 0" HIGH - SHEETS 2 & 3 A.2 4'- 1" .TO 6'- 0" HIGH - SHEETS 4 & 5 CONSTRUCTION DETAIL - SHEET 6 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f c = 2000 PSI @ 28 DAYS REINFORCING .- ASTM A615, GRADE 40 ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF' R C E 32434 Reg. Expires QROEESS/O�'q 12 - 31 - 2004 rn W o.3 34 rm !>9l Ci FOF CAL�E� PROJECT : MALLORY CONSTRUCTION JOB NO. : 1149 DATE ' :'8/2001 . . CALC'S BY : FLT ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ~ (916) 872-0254 SUBJECT: CONCRETE CANTILEVER RETAINING WALL SHEET Z OFog WALL DESIGN: ' ' - ALL CALCULATIONS ARE IN UNITS/LN. FT. � GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF)- 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): ` 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD— DEAD.LOAD LOAD (KIP): ' ' .12 � — LIVE LOAD HIP):' .9 OVERALL HEIGHT OF THE WALL — H (FEET): 4 ^� � OVERALL HEIGHT OF THE SOIL — Hr (FEET): 3.5 THICKNESS OF WALL — TOP (INCHES): ' 6 ` — BOTTOM (INCHFS): 6 COEFFICIENT — a :' � . � 1.46 . . TOTAL EARTH PRESSURE — Fw <KIP): 0.18 , ' MOMENT — Mw (FT—KIP): . ' 0.21 AREA REINF. (IN^2) 'd'(IN) SIZE & -------------------------------------------------- SPA (IN) 0.039 '3.75 44 @ 61.5 MIN, VERTICAL.REINF. — .15 % (IN^2): ' 0.108 MIN. HORIZONTAL REINF. — ..25 % (IN^2): ^ 0.180 . . DESIGN REINF� - VERTICAL: #4 @ 24 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: . . ` ` 0.13 < 1.0 o ' PROJECT : MALLORY CONSTRUCTION FLT ENGINEERING5790 CLARK ROAD jOB NO. :.1149' PARADISE, CA DATE : 8/2001 (916) 872-0254 CALC'S BY : FLT SHEET ^3 OF C FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO MIN: ' - MAX: ALLOW. SOIL BEARING PRESSURE (PSFA ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): ' — TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): ' - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): � OVERTURNING FORCE--'Fo.(KIP): ' OVERTURNING MOMENT - Mo (FT -KIP) - TOTAL RESISTING WEIGHT - W (KIP): ' RESISTING MOMENT - Mr (FT -KIP): u OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ' ECCENTRIC MOMENT - M6 (FT -KIP): ' FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^0) : SOIL PRESSURES -'DL ONLY - SPt (PSF): . - SPh (PSF): SOIL PRESSURES - ADDED LL -' SPt ' (PSF)- . - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): 100 150 1.5 2.5 1500 200 0.35 12 8 10 0 0 24 0.30 0.46 0.95 1.14 2.51 0.69 0.28 0.27 2.00 0.67 874.27 < 1500 79.06 > 0 1211.77 < 1500 641.56 > 0 0.43 > 0.30 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.91 'MAX. MOMENT @ TOE - Mt (FT -KIP): 0.32 . AREA REINF. (IN^2) ,dl(IN) SIZE & SPA (IN) ------------- ------------------------------------ 0.025 8.75 #4 @ 97.6 DESIGN TOE REINF.: ---_-- ` #4 @ 24 ^ PROJECT : MALLORY CONSTRUCTION � JOBNO. : 1149 . . DATE : 8/2001 CALCIS BYA FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: , . ' ALL CALCULATIONS ARE INUNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): ' YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): '- LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF'WALL - TnP, (INCHES): . - BOTTOM (I ' HES): . COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): ' MOMENT - Mw (FT -KIP): ' AREA' REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0,151 3.75 #4 @ 15.8 MIN. VERTICAL REINF.'- .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): ' DESIGN REINF. - VERTICAL: ' #4 @ 12 - HORIZONTAL: #41 @ 13 COMBINED STRESSES @ WALL: ^ HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2(INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP):. AREA REINF. (IN^2) 'd'(INX SIZE & SPA (IN) ----------------------------- 0.039 , 3.75 #4 @ 61.5 DESIGN REINF. - VERTICAL: . . #4 @ 24 . . - FLT ENGINEERING ' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 40 2000 12 �:4 6 5.5 � b 1.46 0.45 0.83 0.108 0.180 0.42 < 1.0 4 3.5 6.00 0.18 1 0.21 ^ PROJECT : MALLORY CONSTRUCTION JOB NO. : 1149 ' DATE : 8/2001 CALCIS BY : FLT ' FOOTING DESIGN: _______________ FLT ENGINEERING 5790 CLARK ROAD ) PARADISE, CA (916) 872-0254 SHEET I- OF,4 DENSITY OF SOIL (PCF): . ' 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: ' 1.5 . - MAX: . 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: m 0.35 DESIGN FOOTING DEPTH (INCHES):' 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 10 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 10 TOTAL WIDTH OF FOOTING (INCHES) : 34 OVERTURNING FORCE 7 Fo (KIP): ° 0.63 OVERTURNING MOMENT - Mo (FT -KIP): 1.37 - TOTAL RESISTING WEIGHT W (KIP):' ' 1.60 RESISTING MOMENT - Mr FT -KIP): 2.93 OVERTURNING RATIO -SF 2.14 NET MOMENT - Mn (FT -KIP): 1.56 ECCENTRICITY - e (FEET): 0.44 ECCENTRIC MOMENT - Me (FT -KIP): . 0.71 FOOTING AREA:- Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): . 1.34 SOIL PRESSURES - DL ONLY - SPt (PSF): 1098.25 < 1500 . � - SPh (PSF): 33.51 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1191.68 < 1500 ' - SPh' (PSF): 575.38 > 0 SLIDING RESISTANCE - Fr (KIP): ' 0.96 > 0.63 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.54 MAX..MOMENT @ TOE - Mt (FT -KIP): 1.15 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- _______________________________________________0.090 0. 0908,75 #4 @ 26.8 DESIGN TOE REINF .: ' #4 @ 12 By _.f4 T DATE _ hee1 SUBJECT C4/v %Ild eYeC CO/VCICCTC_ E M— SHEETNO. Dr -a CNKO. BY._._.` DATE__ �eTi41,A11A/G `(//Q G G 4CWST. Pe;r, 4//_ f1,4-LGO,�i clOivs7','tJ JCB Na o ACL o .B�4RS OQ�pEESS/ONq` COMP.f C7 eD 9 F Of CAI�F� a• a' '-0 NATUC44 GRADE � kOTe �J OR CO.VC. SLAB � � 14 -'I� ue.,t cO,yT, COWC. ZeY D2" '54ves�es(---� %yi4LL rH/r fie 'TrD/~"02 �♦ r�r r^r rLr -Qr rLr rG♦ ria rer •/r /0 ° /Of /2 ` Z �/O NOTES : / . DES/G'IV C.e/7FR/,4 104- C.4 L Ca4A T/ONS S.Ye.-T 2 , GAS 110WIZ , ,ee/.vFOXC1A1C /8 "ore .30 4Ae D/� . / flAl. 3. PE�eFo,eo JR4/,y P/P� TO D.4YG/GHT /N 2 CU.FT. I2 n 7 �UVM�OMMEMOl1VM� OP D,e.F/N ,eOC,C/L.t/. fT, L� - OP170.(/.fL 4aC4TjONS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 4 1 .STRUCTURAL C A L C U L A T I O N S F 0 R CONCRETE RETAINING -BEARING WALLS MALLORY CONSTRUCTION 6122 DANA CIRCLE MAGALIA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 80TUCW N" WILDING DEPARTMGNI APPROVE FLT ENGINEERING SUBJECT: CONCRETE RETAINING—BEARING WALLS 5790 CLARK ROAD . BY: FLT `DATE: 1/2000 JOB NO.: 0008 — 2 PARADISE, CA PROJECT: MALLORY CONSTRUCTION SHEET 1 OF 6 .6122 DANA CIRCLE, MAGALIA, CA 95954 ` / . ' STUD WALL, jOOF & FLOOR ARE SUPPORTED BY CONC. RETAINING—BEARING WALL . FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. . � CODE 1997 UBC SUPERIMPOSED LOADS: ` MIN. DL = .012 x 3 +.010 x 8 = .12 k/l MAX. LL = .030 x 15 + .012,x (15-3) + .050 x 4 = .75 k/l ' LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) ' . AND SLIDING RESISTANCE (MIN. DL\ONLY) ^ MAX. LL — ROOF LL DR SL + ADD'L''ROOF DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF _ USE 1' SURCH. ' ` ' CALC'S PROVIDED FOR: ' MATERIALS: A. 2'-0" TO 41-0" HIGH WALL — SHEETS 2 & 3 B. 4'-0" TO 61-0" HIGH WALL — SHEETS 4 & 5 CONSTRUCTION DETAIL — SHEET 6 . CONCRETE —.ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, ' ^ ` REINFORCING — ASTM A615,.6RADE0, WELDED WIRE MESH — ASTM A185, SXG W1.4 « W1.4 ` . ` ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, . . ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. R (I E 32434 Reg. Expires'cov 12~31~2004 ""��OF PROJECT e MALLORY CONSTRUCTION JOB NO. . 0008 — DATE. . 1/2000 CALCIS BY e FLT SUBJECT: CONCRETE FETAINING_— BEATING WALL --------------------------------- WALL DESIGN° ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) SURCHARGE (FEET):. 00 0# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI) GRAVITY LOAD — DEAD LOAD (KIP) — LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL — Hw (FEET) OVERALL HEIGHT OF THE SOIL = Hr (FEET) THICKNESS OF WALL — T (INCHES): COEFFICIENT = a TOTAL EARTH PRESSURE — Fhr- A K I P) : REACTION @ TDP OF WALL 7 it (KIP). REACTION @ BOTTOM OF WALL — RL (KIP): HEIGHT OF 101 SHEAR —,Ho (FEET): MOMENT — Mw CFT—KIP?. AREA REINF. (IN'• 2) ° d' (IN) SIZE & SPA (IN) ------------------------ ------------------------ 0.0 9 3.75 #4 @ 81.4 MIN. VERTIi=AL REINF. .15 % (IN''>' ) a MIN. HORIZONTAL REINF. = .25 % (IN" is DESIGN REINF. — VERT I i='AL o #4 re4 — HORIZONTAL° 04 @ 13 i=OMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916 ) 872-0254 SHEET Z OF 6 LEVEL 30 1 40 000 0.12 0.75 4 4.67 6 1.46 0.33 0.13 0. 20 2.4 0.16 0.103 0.180 0. 10 < 1.0 "4,1 SLAB REINFORCEMENT° REINF @ TOP OF WALL (BAR V: 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN ( FEET) e 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 7.27 DESIGN AREA OF SLAB REINF. (IN`' 2/LF) o 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI)e 24 LENGTH OF DOWELS (INCHES)- 8.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916)872-0254 SHEET 3 OF 6 PROJECT' ' a MALLORY i_ ONSTRUCT I ON JOB N0. e 0008 —Y DATE 1/2000 i=:ALC' S BY e FLT FOOTING DESIGN: , ---------------- DENSITY OF .SOIL (PCF): e 100 DENSITY OF CON= ERTE (PCF:) d 150 ALLOW. SOIL BEARING PRESSURE (PSF)a 1500 ALLOW. LATERAL BEARING PRESSURE (PSF)c 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION ( PSF): c i NET. ALLOW. BEARING PRESSURE C PSF> a 1500 PRELIM. FOOTINim — WIDTH CINCHES?e 10.8' — DEPTH (INCHES): G. 00 . DES I 13N FOOTING — WIDTH . (I N=:HES 7 0 12.00 — DEPTH (INCHES): 12. 00 TOTAL GRAVITY ' LOAD — Pv (Kip): 1.44 INCREASE OF ALLOW. SOIL PRESSURE,(%): 0.0 ACTUAL SOIL PRESSURE — 0 ( PSF): , 1457 < 1500 SLIDING RESISTANCE - Fr (KIP) : 0.44 > 0.20 SLAB REINFORCEMENT° REINF @ TOP OF WALL (BAR V: 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN ( FEET) e 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 7.27 DESIGN AREA OF SLAB REINF. (IN`' 2/LF) o 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI)e 24 LENGTH OF DOWELS (INCHES)- 8.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916)872-0254 SHEET 3 OF 6 FLT ENGINEERING _ PROJECT : MALLORY CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0008 - 2' PARADISE, CA DATE : 1/2000 (916) 872-0254 CALCIS BY : FLT°� . SHEET , OF 4; ` SUBJECT: CONCRETE RETAINING, -'BEARING WALL ________________ ^ WALL DESIGN: ____________ � ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) ' - LIVE LOAD (KIP) ' OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - |r (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - . TOTAL EARTH PRESSURE - Fhr (KIp):^ REACTION @ TOP OF WALL - Rt (KIP): REACTION@ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): NOMENT - Mw (FT -KIP): AREA REINF. (IN^2) ------------------------------------------------ � '��'(IN) j SIZE & SPA (IN) 0.092 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - i15 % (IN^2): ` MIN. HORIZONTAL REINF. - .25 % (IN^2): ' DESIGN REINF. - VE - HO COMBINED STRESSES @ WALL | 0.12 0.75 6 6.67 6 1.46 0.67 0.25 0.42 3.39 0.50 0.108 0.180 0.26 < 1.0 A z PROJECT : MALLORY CONSTRUCTION JOB NO. : 0003 - 2. DATE 1/2000 000 CALCIS BY a- FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY_ OF i=ONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE - (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSQ : 200 FRIi=TION i=OEFFICIENT - Fm 0.35 BEARING PRESSURE REDUCTION (PSQ : 0 NET. ALLOW. BEARING PRESSURE (PSF) : 1500 PRELIM. FOOTING !.WIDTH ( INCHES) : 12.49 - DEPTH (INCHES); 6.73 DESIGN FOOTING - WIDTH (INi=HES): 14. Oo - DEPTH (INCHES): 14.00 TOTAL GRAVITY LOAD - Pv (KIP) : 1.75 INCREASE OF ALLOW. SOIL ' PRESSURE ( ) : 3.3 ACTUAL SOIL PRESSURE - 0 (PSF) : 1497 < 1550 SLIDING RESISTANC=E - Fr (KIP): SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #). i MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN ( FEET ): SLAB THICKNESS (INCHES): SLAB WIDTH REOUIRED (FEET:): DESIGN AREA OF SLAB REINF. ( IN'' 2/LQ : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS • (I N HES) : f A 4 6.1 4 4 14.13. 0.029 4 17.05 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET F OF x _._............ -_ .......d..... 1�. covc.QFr' - - -- -:��. s� ...--............ BEA.ftAGL..... 040d� - 2 _.......... _. _..................... .............._..... .... t1,4GGp,PY CO,S/STUCT/OX/ 6Y22 �•4�c/� C.Q. &,4 ,+G/.4 C.4. _.......................... //e2 N 4 "CaVC..SLAZ - X//4f e I;t8 OR f x 6 - w/.4x M/• `, *v W. NCL 0a4,ZS COI'9P�q CTG :o 4 v . NorE3 1 °e IF,4RS c m .3 pCG EAt Q` SUPEie/iyPOSFD G LLfDS P�,P $`H�FT / 6�Cve� o1�T/O.ciAL - /fN/6He5e rt/.4AI 6' - EXTE/W Yeer..4WI-L .eeivP /�vro r�y� SFS NOTE �2 **C BAPS - 'X x DOWEL S OR ,BC-it/D yFieT. N,41-1- lo AGL /NTO SL A� 4" J# C e A -4 PERT. RF/.Vim. j . NATEl�i4G � C&A DE .0 • oC �, • o Bd'aA,�s AALL .vyr �T' '.4 �B� 'PC'# 'AO ��"41 *ID p ay p p� a COAIST. D&7A- /L e of wea I p O,'!� 30 B,4R ,D/•4/�1FTGsies/iv, 2, r'',PDIi/DE Sr'�0,�/ic/G Of CO.VC, i.441 UNT/L Tf,�dr CD.c/C. OF Th/F SLAB /S ClJR'Eo (7 ,oAyS y/,v, ro D.aYG/t; iiT jw z CUl=T. a�pG�LCG�aC� Gyp ' F L��5790 CLARK. RD., PARADISE, CA. 95969 (916) 872-0254 October 1, 2001 Bryan Mallory 6122 Dana Cr. Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 66-300-027 Building Permit Number: 01-2213 This o¢fee reviewcd Guiding pians for the permit application reference:: above. The pian examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite there -check and approval of this project. PART — I Provide additional information and/or make revisions- to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Please provide a beam size across the nook. Please provide a garage door header size. Please draw the sections to scale, AND key'them to the plans. You do not need a purlin in the areas that your rafters are 12 inches on center. Your ceiling joist plan states 2 feet on center for joists, however it shows them 16 inches on center. Please coordinate. Per the new Simpson book, HD2A's require posts or 2-2x studs to achieve the uplift loads required by code for Alternate Braced Wall Panefs. Please indicate this on the plans, or • indicate a different holddown. `4 . The front of the house does not meet the bracing requirements of the UBC. Please have an engineer do a lateral analysis of the front, put his requirements on the plans, and stamp and sign them. (2 sets) STRUCTURAL COMMENTS: None pending the above 1 of 2 PART - II The items identified below must be submitted prior to permit issuance. These items were, noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $994.81 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment Permit for Driveway from Butte County*Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 . Y• TABLE OF CONTENTS TOC Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 Project Address....: .... 13693 W. PARK DR. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical Ga,7 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 .TABLE OF, CONTENTS s Report Page FORM CF -1R....'............ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING.....,......... 10 ti CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.....:.... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 Project Address 13693 W PARK DR ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...:.. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1740 sf Single Family Detached New Front Facing 325 deg (NW) 1 1 Raised Floor 12.2 °s of floor area 0.51 Btu/hr-sf-F 0:62 8.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type. R -value R -value R -value U -factor Location/Comments Wall. Wood R-13 R-0 R-13 0.088 Roof Wood R-30 R-0 R-30 0.035 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NW) 20.0 '0.500 0.610 Standard Standard Yes Door Front (NW) 20.0 0.500 0.640 Standard Standard Yes Window Front (NW) 25.0 0.500 0.610 Standard Standard Yes Window Left (NE) 15.0 0.500 0.610 Standard Standard Yes Window Back (SE) 30.0 0.500 0.610 Standard Standard Yes Door Back (SE) 20.0 0.500 0.640 Standard Standard Yes Window Back (SE) 20.0 0.500 0.610 Standard Standard Yes Window Back (SE) 2.4.0 0.500 0.610 Standard Standard Yes Window Back (SE) 6.0 0.500 0.610 Standard Standard Yes Window ' Right (SW) 20.0 0.500 0.610 Standard Standard Yes Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 4.0 0.680 0.670 None None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 Equipment - Type Furnace ACPackage HVAC .SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested ACOA Duct Duct Manual R -value Leakage D. 0.800 AFUE , n/a Crawlspace R-4.2 No 10.00 SEER No Crawlspace R-4.2 No WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Storage Gas Standard Number in System 1 Thermostat Type No Setback No Setback Tank External Energy Size Insulation Factor (gal) R -value 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non -standard -Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local.enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 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.... BRYON MALLORY Company. MALLORY CONSTR. Address .. 6122 .DANA CIRCLE MAGALIA, CA 95954 Phone... (530) 873-1355 License. S Z�r 7 cl 2 -- Signed. . Signed.. (date) ENFORCEMENT AGENCY Name. . Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed..- (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title........... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 Project Address 13693 W PARK DR ******* Documentation Author... Climate Zone..... Compliance Method MAGALIA, CA *v6.01* ROBERT A. MANGRUM ******* Paradise Mechanical 5655,Almond Street Paradise, CA 95969 530-877-8882 11 Building Permit # Plan Check / Date Field Check/ Date ..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 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 *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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 Design- Enforce- er ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality 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. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 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 5 MF -1R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 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 ACOA. 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 pump time switch. 115: Gas-fired central.furna-ces-, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY.MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title........... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 pilot light (Exception: Non=electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- 150-(k)1: Luminaires for general lighting in kitchens shall er ment 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. p/ 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 Page 7 C -2R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 Project Address 13693 W PARK DR ******* MAGALIA, CA *v6.01* Documentation Author..., ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM -C -2R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space'Heating.......... 14.66 13.05 1.61 Space Cooling.......... 13.63 17.44 -3.81 Water Heating.......... 14.26 11.99 2.27 Total 42.55 42.48 0.07 *** 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..... 1740 sf Single Family Detached New Front Facing 325 deg (NW) 1 1 ReducedYear Raised Floor 1 14816 cf 0 sf 12.2 % of floor area 0.51 Btu/hr-sf-F 0.62 8.5 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1740 14816 1.00 Yes Setback 2.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 175 0.088 13 325 90 Yes W.13.2X4.16 2 Wall 337 0.088 13 55 90 Yes W.13.2X4.16 3 Wall 316 0.088 13 145 90 Yes W.13.2X4.16 4 Wall 268 0.088 13 235 90 Yes W.13.2X4.16 5 Wall 176 0.088 13 325 90 No W.13.2X4.16 6 Wall 64 0.088 13 235 90 No W.13.2X4.16 7 Roof 1728 0.035 30 n/a 0 Yes R.30.2X12.16 8 Floor 1740 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 20.0 0.500 0.610 325 90 Standard/0.76 Standard/0.68 2 Door Front (NW) 20.0 0.500 0.640 325 90 Standard/0.76 Standard/0.68 3 Window Front (NW) 25.0 0.500 0.610 325 90 Standard/0.76 Standard/0.68 4 Window. Left (NE) 15.0 0.500 0.610 55 90 Standard/0.76 Standard/0.68 5 Window Back (SE) 30.0 0.500 0.610 145 90 Standard/0.76 Standard/0.68 6 Door Back (SE) 20.0 0.5.00 0.640 145 90 Standard/0.76 Standard/0.68 7 Window Back (SE) 20.0 0.500 0.610 145 90 Standard/0.76 Standard/0.68 8 Window Back (SE) 24.0 0.500 0.610 145 90 Standard/0.76 Standard/0.68 9 Window Back" (SE) 6.0 0.500 0.610 145 90 Standard/0.76 Standard/0.68 10 Window Right (SW) 20.0 0.500 0.610 235 90 Standard/0.76 Standard/0.68 11 Skylight Horz 8.0 0.680 0.670 325 0 None/1 None/1 12 Skylight Horz. 4.0 0.680 0.670 325 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth' Dpth Hght.Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 20.0 4.0 5.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 20.0 3.0 6.6 .15.0 '11.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 25.0 5.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 3.0 .5.0 19.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 30.0 6.0 5.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 3.0 6.6 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 5.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 6.0 4.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 2.0 3.0 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 20.0 5.0 4.0 1.5 5.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 HVAC SYSTEMS Refrigerant- Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0-.800 AFUE n/a Crawlspace R-4.2 No No 0.743 ACPackage'. 10.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section reguire.field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS 11 HVAC SIZING Page 10 HVAC Project Title........... W. PARK DR. RESIDENCE Date..09/04/01 16:16:46 Project Address........ 13693,W. PARK DR. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date .Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORYI Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-MALLORYI TITLE 24 1179 GENERAL INFORMATION Floor Area.......... :1-1 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 1740 sf 14816 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 325 deg (NW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar..,.... 9689 4525 Glazing Conduction ............... 4326 2271 Glazing Solar .................... n/a 7515 Infiltration ...................... 8427 2543 Internal Gain .................... n/a 2100 Ducts . .......................... 2244 948 Sensible Load .................... 24687 19901 Latent Load...... ......... ... n/a 3980 Minimum Total Load 24687 23882 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 designers responsibility to consider all factors when selecting the HVAC equipment. SITE PLAN REVIEW APPLICATION Date: - i - - AP# 0 6-& - 3 00 - 0'-Z-7 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: r`-' 1-:4 L t -o 2y 63 21 pkro Owners Address: 2Z C"64L-1 P. 9 5 Cj S9 Telephone No.: Situs Address: Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential- Accessory F]Permanent Second Dwelling - ❑ Temporary Mobile Home (Aunt Minnie) ❑' Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Z Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel' ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 15 Site Plan Stamped Approved By Date 6-7' Page 1 of 5 \n ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 3 Snow Load Area: - 2 _To e-�; (?rD � ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) �SRA - (CDF to determine specific requirements) ] 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D Ll a0 C, Index Date: f,' �- ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5D A_ L Side S '7jQ Side Street Rear (� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ' ❑ School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 - ❑ . Chico Urban Area — Road ❑ Thei nalito Impact ❑ Other --------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender: ❑ Road Improvement' ❑ North Oroville Area ❑ . Other (per map) • Check with school district to verify actual.fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: ' Complies with CountyStandards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision L_ of Ordinance (Maps recorded prior to Book 17 of Maps Page 23). El Cons truct'road to: - ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Z Subdivision Map/Parcel Map: Map Date of Recording: 1 0- r-1 - -7 Lot: _? 2- ❑F-1 Use Permit/Minor Use Permit Permit Number: Book: 3 8 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ 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. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 r ' 0 0 o 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. CAMy Documents�hilding Permit Site Plan Reviewl.doc Page 5 of 5