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HomeMy WebLinkAbout041-280-199w I I I I I I Y } w w U 041-280-199 O1-1473 HE Y, d RI W TO IOROVILLE CONT: SCAR I,NA BUILDERS NEW Sr Ito �GZ 041-280-199 AG02-034 PAUL HEALY 90 HIGH ML"ADOWS.OROVILL,E AG. BLDG. RESIDENTIAL '. 041280-199 0121473 HEALY, JULIE yv POTTER RAVINE OROVILLE CONT: SCARDINA BUILDERS j NEW SF 11 . SPECIAL CONDITIONS 11 CHECKED BY ZASR FLOOD CERTIFICATE REQ. � E SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS , Meter By _ Date ERI` � JOB FINALED (Date) i21 16 Signature a ,/ = OK - 0 = Not OK - = Not Read able MOBILE HOMES =Not Ready _ Date MOBILE HOME UTILITIES (Plans) OK except #'s 1.. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / . P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utilitv 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-Vatve-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 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main 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 RESIDENTIAL (Single & Duplex) = Not Ready Date Un rfloor (Plans) OK except #'s 1 0 -Setbacks-Easements-Flood Main; Soils-Elec. Grnd.-/ Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth ' 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold owns and Special Anchors .Z (� lab, Steel -Wrapped 8. P' s-Firepiace Ftg.-Steel 6 / D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. 11. UF, Gas Pipe; Size Anchors 4Yard Gas Piping est Water Pipe, Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date 1J101 Card B-1 Date Card B-1 Date PLUMBtlgG (Permit) 1 W V -Access'affle LV'Water Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection ower an; est, First Floor -Tub Access Test� & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ta!Fixture & Transformer Clearance -Ins. Protection pec. eceptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. L-A-151—wi p. Grdund made up w/Mech Fasteners -Bond Gas & Water MITT 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. u or AI-A.C. Wire Size/ / ga Cu or AI _3n_ Gaagp—Ci -Oven Circ. / / ga Cu or At .. Insulated Neutral p Yes O No Date FRAMING (Permit) OK except #'s Is Proper Materials & Anchors S Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing vm—ur—aft Stop in Walls (rat proof) 1re S alops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date 'FRAMING (Continued) angers -Post Caps -Anchors -Connectors . liAg. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Ring. Joe"Firgpiace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions raming Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits eadroom-Rise-Run-Landing-Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer ra; W�_ OStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access A&.—Grazing Area -Glass Protection -Skylights -Plastic 59. Its I Panels '7 A A Insulation -Walls Ceilings Tc7 r F 62. Infiltration -Walls -Windows Date Z Card B-1 Date Card B-1 Dat o S Card B-1 Date Card B-1 Da FINAL (Plans) OK except #'s Exps-Door & Sidelight Protection -Landings ebe—Smoke Detector Vents -clearance -Comb. Air -Connector - In G ge; Above Floor-Ducts-Mech. Protection edroom Exiting I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 6 replace or Stove, Clearanc -Hearth lec. Outlets at Wood Panel, Int. & Ext. it. . &Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Landing -Closure uc m er tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location 78. arage (F.F.I.)-Romex Protection 79.�%lation-Foam-Loo PrLin Attic A r'� a�rd?a ^^-' ^ --'cuction- Post Caps r Drainage & Wood -Earth Clearance Looked under Floor 0 --Yes / I 82. Following Instid./Drive D Yes ;a' b Walks D Yes D06/Planters J Yes {j No Brown -Finish Electrical -Plumbing / nts Above Roof, Plbq-Appliance-Fireplace-Clearance to Openings ell, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House Protection Co ctions from Previous Inspections G Te t -M reters Tagged, Gas -Electric W & Sewer Connected -C/O to Grade -HD Approval <65Anergy Compliance Certificate -Other Certificates /94 dress Posted Date 31. Service -Riser Conductors & Ground Main Disconnect Date quip. Clearances Panels-Motors-Mech. Equip. Da Clothes Closet Light -Shower Light -Spa Light Date moke Detector Dai Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s nsu a io & Support ent Fan, Exhaust above insulation 37. low, Size & Grade 980 -Vent Access -Comb. Air -Return Air Vent 115 outlet iW;Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Is Proper Materials & Anchors S Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing vm—ur—aft Stop in Walls (rat proof) 1re S alops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date 'FRAMING (Continued) angers -Post Caps -Anchors -Connectors . liAg. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Ring. Joe"Firgpiace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions raming Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits eadroom-Rise-Run-Landing-Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer ra; W�_ OStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access A&.—Grazing Area -Glass Protection -Skylights -Plastic 59. Its I Panels '7 A A Insulation -Walls Ceilings Tc7 r F 62. Infiltration -Walls -Windows Date Z Card B-1 Date Card B-1 Dat o S Card B-1 Date Card B-1 Da FINAL (Plans) OK except #'s Exps-Door & Sidelight Protection -Landings ebe—Smoke Detector Vents -clearance -Comb. Air -Connector - In G ge; Above Floor-Ducts-Mech. Protection edroom Exiting I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 6 replace or Stove, Clearanc -Hearth lec. Outlets at Wood Panel, Int. & Ext. it. . &Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Landing -Closure uc m er tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location 78. arage (F.F.I.)-Romex Protection 79.�%lation-Foam-Loo PrLin Attic A r'� a�rd?a ^^-' ^ --'cuction- Post Caps r Drainage & Wood -Earth Clearance Looked under Floor 0 --Yes / I 82. Following Instid./Drive D Yes ;a' b Walks D Yes D06/Planters J Yes {j No Brown -Finish Electrical -Plumbing / nts Above Roof, Plbq-Appliance-Fireplace-Clearance to Openings ell, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House Protection Co ctions from Previous Inspections G Te t -M reters Tagged, Gas -Electric W & Sewer Connected -C/O to Grade -HD Approval <65Anergy Compliance Certificate -Other Certificates /94 dress Posted Date Z Card B- Date Card B-1 Da '6 ;t. -Card B-1 Date Card B-1 Dai Card B-1 Date Card B-1 Comments at Final: r .� :.--..-...-+.-�- ..� -. _. � ;yi ""'Wt!'""'.'-" �^H"�'` �ilj` .e .. .--�.. ..... ��._ � �,,. �-„�"a•-...---C''.a...•--. .-„ - - ti.S:f. ' COUNTY OF BLfTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i f •..� 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (ReV.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-280-199 ZONING FR 20 - BUILDING PERMIT OWNER Y I JULIE TELEPHONE 533-6771 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ..'PO BOX .5637 OROVILLE CA 95%6 U60R 79380.00 U1 20728.00 QONTRACTOR'S'NAME 4.AR SCDINA BUILDERS INC. (408)1559-6230 TELEPHONE J �F �!V *00 CONTRACTORS MAILING ADDRESS 6972 E UMD RD. SAN JOSE CA 95120 . CONSTRUCTION (ENDER I t LENDER'S MAILING ADDRESS Fireplace A to .00 Total Valuation $ 879 oOO ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ %5,50 ARCHITECT OR ENGINEER'S MAILING ADDRESS +'1 Plan Checking Fee $ BUILDINGADDRESS POM RAVINE OROVILLE CA 95966 Energy Plan Checking Fee $ 23.00 ' $ PERMIT FEE $ r LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y9 Duplex ❑ Mobilehome ❑ Other SPECIFY r" Each Trap 9 7.00 Q.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New OX Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ sI' Describe Work: NV S �'• Gas piping system 1 - 5 outlets 15.00 13.00 Building sewer, 15.00 15,00 Mobile Home S G W 920.00 PERMIT FEE 5143.00 F ELECTRICAL PERMIT Fling Fee 20.00 s Main Service z�aon o UEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION f • �`.,�. 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 L . I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: i ❑ 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 200A TO Io00A 46.00 NEW CONST. ( DWEWNG ffUP. /�gypp /, so.•l 0" 3.5Q,NEW CONST. MULTI OUTLET NON RESID. 97.50 APPARATUS d SIN..OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BA�@'.w Ex. Occup.OUTLEETS RESS,,D•O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 911 " WORKERS' COMPENSATION DECLARATION L 1 herebyaffirm under penalty of perjury one of the following declarations: L P tY P 1 Y 9 1 ❑ 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. '� f / ,� / X ��'".�-�''' --C �. Date 1411,1 41 / _ Signature of Applicant - `EI Own -gr- ❑ Contractor ❑ Agent/ An OSHA permit is required for excavations over 60" deep and demolition or construction/11 of structures over 3 stories in'height.By A MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 15.00 Cooling Hood 6.50 b. Ventilation 2 4.50 9.010 PERMIT FEPE S 50.50 Mobile Home Installation Fee $ Energy Inspection Fee $ be 3 co PE TOTAL FEE $1 w.00 HAZ D F ES IMP J Y% FLOOD PAfiCEL j HvGISS�> This permit is hereby issued under of the Butte County jCode and/or indicated above for which fees have L PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 5/t, / z. Date rI//310 Receipt No. c'i %�UIW0001c %� r% �� % � WHITE-D.D.S.-B.D. CANARY -ASSESSOR / PINK -INSPECTOR GOLDENROD -APPLICANT LOERKE INSULAI IVH CO., INC. P.1 INSULATION CERTIFICATE DESCRIPTION OF INSTALLATION 1. ROOF Mawai Thickness Conches) Brand Name Thermal Resistance (R Va1ue)___- 2. CEILING Batt or Blanket Type Ftberolast Batts___ -- Brand Name Johns Manville Thickness (InchesL_ � —_ _ _ - Thermal Resistance (R -Value)__ asp ---.----._---- Loose Fiil Type _ Fiberglass _ _ Brand Name Johns Manville Contractods min. Installed weightlR sq. -Jb._ Minimum Thickness —Manufacturer's Installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material_ SbA 9 `lass eattR _ Thickness (inches)_�__--- __—_-- 4. RAISED FLOOR Material Mass Batts Thickness 5. SLAB FLOOR 1 PERIMETER Material Thickness Perimeter Insulation Depth (inches ____ S. FOUNDATION WALL Material _ Thickness (inches)_-_ DECLARATION Brand Name _ Johns MamAlle Thermal Resistance ------- Brand Name Jahns Manville Thermal Resistance (R -Value) __.. Brand Name Thermal Resistance (R Value). Brand Name Thermal Resistance (R -Value_._—_.__ 1 FA "t, certify that the above Insulation was installed In the bulidJS 1�E&ASVO, oc'on In conformance H the current �ngr+ay ftidencY S=ds for pir�ential twildi Califomia Code of egula5ons) as Ind on the a of com compliance, wherp8cab C.L#499150 r l7�`-aO-Q� LOERKE INSULATION CO., INC. lWallIng Su n or o.Name) r General Contractor (Co. Name) Or Owner Signature, –lfem�a gore, ete i ----JnsWffng�ii6trrac or(Co. Name)r General Contractor (Co.Name) Or Owner �� staid-np�"UbcWt -[ofCo. Name)r `= General Contractor (Co. ame) Or Owner • f • io V A'. • T `• !Ii• Di S M �i �uw► ; ; 24 .;� 7— IOAC IOAc 51 IOAc loac Mn5372 VSA 1 QAC BOAC /67 10 Ac. 7/ , 85 '14 48 87 a i 1 B10 Ac. 75 X60 r/M / Q r 45 42 61 /20 47 .----- -------- IOAC- IOAc. / IOAc. o P9 105 19.48AC 55 88 89 j5 /2 /30 sf 8OAc. S S OA` 10 110 dAs b 2948oc /soi 29 9(), 111 10 145 IOAC R49 Rc, RS56-9 O / IOAc IOAc /6;�160 ' 113 !� 50.74Ac • /20Ac. 47 IOAc /5/ /S - - - - - - . 1 99 /54 I 64 IOAc /72 /7J;, ? S Bea 45,25 W 02 0 q /774.aj "V, s 1'sao 2D ° 183 1B 6 � °„ 2 ' i 2 - M llr 1 AC TO &.1, RAVI!; �jt:nR ` y� jf- -= 3 • '� �°eo ..c' 20.01 AC. e a //9 5�k 4 �l8 8 10 . •, 18.20A //T l66 = _ _i, 20.01 AC. .'•' -eo k- 17, I1 .•� l8 I9 l �;A` 20.OiA 20.01 AC A16 A r7. Biv 9h 11�� `1 20,0/AC.a 68 tia '� 017. 92 A I l /96 15 !92 \ t 1 A c 20.01 AC. QO Ac. o /3 /4 /9 182 20. o► 00 64.56AC. 2Q�C AC 20A C a .. 2035.90 N89°5 53 E 0 N � .E \ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE, OWNER A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Z Inspector - REV COUNTY OF BUTTE !JGj�� ,r/l BUILDING DIVISION C ,// DEPARTMENT OF DEVELOPMENT SERVICES ((� 411 Main Street • Chico, CA • (530) 891-2751 O % 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER 7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 / CORRECTION NOTICE OWNER ( PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is I"y completed. If you have any questions pertaining to this matter, or need additional explanation, pleas -contact this office immediately. Y zc M _ 3 . i rr� tom: '4j '•e q k Date ( `' � r ` / Inspector 1 REV 10/92 r+ - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDA54 N ' 7 County Center Drive • Oroville, Cal fdrnia, 95965 • Telephone (530) 5PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - 041-280-199 'ZONING FR 20 - BUILDING PERMIT OWNER HEALY JULIE TELEPHONE 533-6771 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 5637 OROVILLE CA 95966 1260 R 79 380.00 124 U 2,728 . 00 CONTRACTOR'S NAME .SCARDINA BUILDERS INC. (4081)559-6230 TELEPHONE 336 C 4,368.00 CONTRACTORS MAILING ADDRESS 6972 ELWOOD RD. SAN JOSE CA 95120 CONSTRUCTION LENDER Fireplace 19.)00. LENDER'S MAILING ADDRESS Total Valuation $ 87 976.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 585.50 ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ 380.58 BUILDING ADDRESS PO'Pi'Er RArhE- 0R LLE CA 95966 23.00 Energy Plan Checking Fee $ PERMIT FEE $ 1009.06 LOT NO. SUBDNS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF b Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 1 7-0063.00 Solar or heat pump water heater 23.00 Water piping 15.00 1.5.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New lK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 15.00 B ilding sewer 15.00 15.00 Mobile Home I S G W @20.00 PERMIT FEE $143.00 ELECTRICAL PERMIT Filing Feel 20.00 ROV Main Service 2o.A OR LESS 23.00 23.00 CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LtC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 200ALICENSED NEW CONST. DWEW WEE NG OCCUCUP. SO OR ADONS. ( a ACC. BLDS. 3.5¢FT; Lp$, 4L} T. NOKHEOSIO MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 @ I'0° aAL � .� Ex. Occup..Oi LFIXET$ RESISID,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 91.44 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 ith those provisions. ` X4t-Date _ O r ❑ Contractor. ❑ Agent Si ure of Ap 'licant �in An OSHA permit is requireavations over 5'0" deep and demolition or construction of structures over 3 stories eight. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 50.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 co . PE TOTAL FEE $1 W • 00 HA2 D. F&S IMP/ ✓ Jly FLoo cqf P�pcEL HD ISsu This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indi at d e for hitch fees have been paid. /3 By Date 7 PERMIT EXPIRES ON 17 ate Receipt No. ' oZ 14 Or WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H.USE ONLY Plot Plan Attache Floe► Plan Att Ch Sant to B.O. I =1Z f TO: Building Department FROM: Environmental Health I �� SUBJECT: Sanitation Clearance �Q 2 xl tlf, 14 Owner Location AP# Plan Approved for: Sewage Disposal Water Sup Public Private Well Clearance for dwelling. Other [ �� �i111`f11/1-� J - L )-A I L j Hold final for: Final cl NOTE: Environmental Health Specialist 8/96 Date " COQWTY OF -BUTTE - DEPARTA 4NT,0 E�}i 7 COUNTY CENTER DRIVE - OR PERMIT A'°I'Gf k OWNER ♦. 2 ,p a. .; 4. ASSESSOR :Proposed Building Use: -,V r...) Building Insp (At time of permit application, as wised the following data SERVICES - BUILDING DIVISION 95965 - TELEPHONE (530) 538-7541 dV DATA SHEET 2EL NUN BER: / f� p� v IF 57 /L Date: be submitted prior to permit p cessing and/or issuance: r Date Received By 10 1. All iiems have been submitted .----------------------------------------------------------- ------------------------- 1❑2. Plot plans, 3/4 sets, signed by the preparer of plans --------------- ---= ="-"°-"----------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 3 ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering nia be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ f ❑6. -Energy Design Compliance and supporting documentation. ------------ =------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- . � ,,.-urpo-raw •����,..:� Hazardous at FEi�4 ---------- 118. - -- ------------------------------------------------------------------- ❑9 c � ctions including Tie Down Specifications.------------ ------ eesof $ --- �--------------------------------------------=-------------------- r/Impact fees as shown on the attached schedule. ----------------------------------------------------------------- R`l Z. California Department of Forestry plan approval/fees. --------------- ❑ 13. loud elevation certrficate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approvalAO Of rf 1ealth Department. ------------------------------------------- C �1S. City of Chico plumbing permit- ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------'---------- ❑ 17. Planning approval for (A) Use: C -i<_ (B) Parking: -------------------------- Ell 8. ------------------------- ❑l8. Contact Land Development about ❑ Improvements, ❑ Drainageegal Parcel.-----------7�==-----= �1 ! V❑7 4croachment Permit for driveway (construction approval prior to occupancy). ------------------------- -- E120. Pre -inspection Pre -inspection for required Request to Building Inspector on i (Date) t 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑2 etter of signature authorization. ---- -�-------------------------------------------=---------------------------- 5. Recorded copy of Agricultural Acknowledgment Stilement---------------------------------------------------• C1 26. Letter of intent on building use.-------------------------------------------------------------- Z -------------------- ❑27. Manufactured Home utility clearance. ------------------------- ! --------------------------------------------- ❑28. Existing violations and/or expired permits. ----------------------- - ---------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ,R. .--------------- �'30. Other: V IhE tJ SME c RESUME Ot:-- Smo*L 1AS PFC-razz li btu &-Oe MMX When you issue the pe ��rprss: follows ❑Mail to owner, ❑Mail to contractor.APP L 100 TgMM(, ❑TelephoneS33 2-11 - d hold for pickup at 0110 �� `C office. ❑ D 'liver with inspector. ST ca %ic r. Applicant: _ Date: ,:, Copy of Haz-Mat form sent ❑ Health Department, 11Fire Department, ?Pollutio D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: DateV_—By: 1. Index permit application for the above items numbered: Aan Check List 2. Additional items required: on ac designer, owner, was advised of the above required data by hare, ❑ mail, ❑ Building Division counter, by Date: IZ O ontractor, designer, owner, was advised of the above required data byKphone, ❑ mail, ❑ Building Division counter, by O&Date: p Contractor, d er,wnoneer, 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 ❑ phone, ❑ mail, ❑ Building P wivision counter, by Date: Plans reviewed by: Date: Q� - © Plans approved by: ► y `� —Date:--? .12 .01 Sets of plans on-hold—mi ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. [BOUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ' SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE .1. BUILDING PERMIT FEES --Balance Due ........................................................ --Additional Fees Due .......................:.................... $ --Additional Fees Due ............................................ $ 2. --Revised Plan Checking Fee ................................. $ SCHOOL DISTRICT FEES �� �f dV 6 �'PJ l / l'1 1 �Yl H II ah (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SR RE INSPECTION AND PLAN CHEI�K $89. id at Building Division) fot 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 0.r tvIt A.P.#may/-2V-/gq DATE 6 — 16-' 10 1 RECEIPT # DATE REC. o 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. n APPLICANT DATED Pursuant to Gcry6ernment Code Sectio�d20, 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 School District A.P. Number �r. Property Owner i> BUTTE. COUNTY SCHOOLS (Oee to` O ,�k • � I EE, -'CERTIFICATION FORM 01i N 1 ,rvV "vli n l L A—t`'. — ¢ xt ILA �-2 p b — 19 / 9 Jurisdiction: •' City JuUc- -Heak A Building Department No. County + # Property Location/Address Subdivision VO4er RCLV /Y�.Q 7 . Lot No. � j• J........................................................................................................... J Residential Development 0 Sq:,Footage /2 (0 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # t n '(No foundation inspection) .. !^., .,�. ... ........... .......�,.,"-- 'Y"' .r.;- i' �+4..t..: '�;.,'.� �,r��yy�nT%-'� `�... •.N-r-�'=^sfs:. ��:�..•:�-•y;T:... _���:::" #-- Commercial/Industrial y'� , ,i r Sq. Footage New c <? 1• Addition (Including Exterior — r Roofed Areas) w, .Building Department Representative U r (Floor Plans reviewed by School District District Identification No. VA 0 5 3 Of * r() 4�•School District certifies that. Address) &-Z8.ol Date ` (Applicant) Q 51a-- QP (Phone Number) ,� s (City) ' (State) (Zip Code) has complied with the requirements of Resolution No. / `� ._ / �! by payment of $ - !s , J representi 't ?jLL 0 square feet. AB 2926 $ j FULL MIT_IGATI d N ,-+�_. :s..--,�. .•-:� • .�i.«....4,....-w)"�y�.. .._ a.i{swae.-:i�*c:.' ,.5. .� •.�... �.a:-'L.�.. r'�r..t-.y..d.:. .. .. .. .. - y.. - School District Representative Date Paid by Check # /, Remarks: �1' / i_ /(��• 4 aCiy 7S l 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 660201a), 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 (CEIIAL 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 (10/98)dmm _..N Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. :... ......... Please complete and . return this information at your earliest opportunity .to avoid unnecessary delay in processing and issuing your building permit. No budding permit w�1• . be issued until this verification is received. 1: I personally plan to provide the Njor or and materials for construction of the proposed property improvement : NO[ J. - Z. I HAy'E f HAVE NOT[ J si ed- p. Application for a budding permit for the proposed work....., ' r ;. 3. I have contracted with the following person (firm) to provide. the proposed NAME: K D ADDRESS: CITY: -��& : J r ('A-,9 � PHO _6,2,,3h 'CONTRACTOR'S LICENSE No..--/ V:3&, 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the follo*&.p icons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCL-kL SECURITY DATE: NOTE: This owner -Builder Verification is required by Section 19831 -and - 19832 9831 and`19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. f Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as.the builder of . property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with. the exception of various trades that you plan to subcontract, YOU should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any 'persons other than your immediate family, and the work -(including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you.are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. f. 0 There may be financial riskifor you if you do not carry out these obligations,"and these risks are. especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract ihe' Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C Accidents. If the structure is intended for sale, property owners who are not licensed contractors are.allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildee, building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their owii work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned . . Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This O>xner•Builder Information is required by Section 19830 of the California Health and Safety Code. 's ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 9. Telephone (530) 538-754 PERMIT NO. r' 1 (Rev. 12/96)" APPLICATION AND PERMIT BUILDING PERMIT _)0 93SO. FT. OCC. BUILDING VALUATION - DOWRACT WS r, ooarrwcroal e J '� ooMn,.uTrori 1lrOHi e o • o S/200 UDWpM UNUNG ADDRESS Fife lace G_ Total ValuationYmizilli e, E Filina Fee - ,- E 20.00 '- AW,W cr all DIMEER7 Mwra AODnEss Permit Fee 5005. 50 S � Plen Checking Fee -ago -69--s a;= twaOM AOOnEss Energy Plan Checking Fee t '� 3, c c d v l PERMIT FEE _ LOT N& sueayss»r�rwe 11 `Z,.. J(Q(� fo� I-j-� ►��. ©r PLUMBING PERMIT Fling Fee 20.00 UISEOFSTRUCTURE Each Tra 7.00 Solar or heat pump water heater 23.00 SF�<Duplex O Mobilehome O Other Water piping 15.00 IS60 Each as water heater or vent 15.00 Seo TYPE OF WORK Gas piping system 1 5 outlets 15.00 00 New Addition O Remodel O Ulil ties O Installs O , Other O Buildingsewer 15.00 0 • Describe Work: �% Mobile Home S G W (920.00 PERMIT FEE ELECTRICAL PERMIT Filing Foe 20.00 Main Service s0°r °R ` 23:00 G° t .x: I aoa oa ups Ks. R.A. (BOB) SCARDINA Main Service 20" To 100M 48.00 Bus. )408) 559-6230 x :Yz .ri CONST. cT iw occuP. sa =' Fax (408) 997-6429 3.St,rr• �.�;ar.coNs. a �cc. eros. YE Zt. ]�x�`.'M3' 2.: :• NOKAiStD. MuMloun @7.50 '- ...� POWER WAMTU R 1 'i YAM. xkS'.�.r :. a Cyno d0. '�`-• x Ex. Occup.ounFr OR RmAu ew • ,.se ,�. r...y BUH DF.IRS Lac. Ex. OCCU raEo APnr+s. oN 5.00 Concrete and General Construction Off• Temporary Service 23.00 6972 Elwood Road Mobile Home Facilities 20.00 Lic. #143631 San Jose, CA 95120 M'tsc. Wiring23.00 - PERMIT FEE 3 , (� /„ 0 / �% MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID $ l r ( cS eating op o0 SRA - - �y, Q Cooling SHERIFF — Hood 8.50 Ventiletlon OTHER $ $ PERMIT FEE: t . S0 P Mobile Home Installation Fee = $ Energy Inspection Fee t o Mix- LONST''�PE AL FEE $ AMOUNT RECEIVED $ *RECEIPT NUMBER 3 oZ 57, 9 * TO BE PUT INTO COMPUTER 3�zq?o g 7q 82 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 PERMIT EXPIRES ON Date ( 1 A AND WHE'14 RECORDED MAIL TO: r, t BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE,.CA 95965 200 1 —0029735 Recorded Official Records CoBnUTTT _Of CANDACE J. GRUBBS Recorder ROIEMARY.DICKSON Assistant 01:44PM 10 -Jul -2001 AGRICULTURAL STATENtENT OF.,.CK.NOWT...EDGMENT FOR P.ESMENTLSL DEVELOPMENT REC FEE 22.00 COPIES 3.50 Maureen Page 1 of 6 Section 26-8 of the Butte Ccunty 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, pesti!-.ides, and fertilizers; and from. the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occ,::sionaL'y gear- e.dust, smoke, noisc, and odor. Butte County has estabiiished agricultural proposes and residents within said zones-ar: on adjacent property sh3uld be prepared to accept such inconvenience or discom`ort from normal, necessary farm operations. All that, real property situate in the County of Butte, Stats or California; describ„ d as fO!1GWS: A If batt %— �- O PROPERTY yak i Lk State of California County of On —fit `'"1 '�) / ZOQ / before me, personally appeared 'Po-jJ,( b N{ A_LL/ a44 -J 1JLtfP_AILV ___personally known to me (or proved to me on the basis of satisfactory eviden. s f-, be the pe: oon(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hc/she/thcy exeswted the name i s his/herltheic authorized capacity(iea), and that by his/her/their signature(s) on the instrument, the persoc(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WYTNESS my hand and official seal. JOANNE BROWN Signa re (�> Seal: Qonunt *rt, P 1276215 _ Butte County- - .1T. ' 1 ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) EXHIBIT "All POLICY NO, BU -159287-3 MAM THE -LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA; COUNTY OF BUTTE, AND IS DESCRIBED AS-FOLLOIS: PARCEL I:_ LOT 18,, AS SHOWN ON THAT CERTAIN MAP ENTITLED., "POTTER RAVINE .SHORES SUBDIVISION", WHICH MAP WAS RECORDED IN .THE OFFICE OF THE P.ECORDER OF THE COUNTY OF BUTTE, STATE OF C::LIF0RNlA, ON APRIL 24, 1989, .IN BOOK 112 OF MAPS, AT PAGES) WO THRU, :04,. �A CERTIFICATE OF CORRECTION RECORDED APRIL _7.,: 1993, .UNDER -BUTTE COUNTY RECORDER'S SERIAL NO. 93-13693. PARCEL II: RIGHT OF WAYS AND PUBLIC UTILITY EASEMENTS OVER POTTER RAVINE DRIVE, HIGH MEADOWS ROAD AND SHORES LANE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "POTTER RAVINE SHORES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1989, IN BOOK 112 OF MAPS, AT PAGE(S). 100 THRU 104. A.CERTIFICATE OF.CORRECTION RECORDED APRIL 7, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-13693. EXCEPT.T_NG "THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF :?ARCEL.I, DESCRIBED HEREIN. PFRCcL, .IxS: A RIGHT OF WAY 60 FEET IN WIDTH OVER OR DEAR HE EXISTING ROADS IN SECTIONS 22 AND 27, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.D. B. & Ili., IT BEING UNDERSTOOD THAT WHEN THE EXACT LOCATION OF SAID RIGHT OF WAY IS ESTABLISHED, THE GRANTEE HEREIN WILL QUITCLAIM THIS RIGHT OF WAY IN EXCHANGE FOR A DEED -DESCRIBING THE EXACT LOCATION OF SAID RIGHT OF WAY. ALTA DWNERS POLICY (REGIONAL EXCEPTIONS) . t PARCEL, IV: POLICY NO. BU -159287-3 MAM ALL THAT REAL PROPERTY SITUATED IN SECTION 22 AND 23, TOWNSHIP 20 MORTH, RANGE 4 EAST, M.D.B. & M., BEING A 60 FOOT NON-EXCLUSIVE EASEMENT.FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON VkCH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 23 BEARS NORTH 88 DEG. 45.' 25" EAST, 2451.82 FEET; THENCE FROM .THE POINT OF BEGINNING 1MONG Th" E FOLLOWINC ,-ZOURSES : 1w SOUTH 39 DEG.. 03' 16" WEST, 41.08 FEET, '7 . $GUT i 44 -=DEG 3' 15"' WEST; 111.72 FEET, 3. SOUTH 13'DEG. 06' 39" WEST, 174.05 FEET, 4. SOUTH 49 DEG.. 52' 31" WEST, 280.23 FEET, 5. SOUTH 79 DEG. 26' 38" WEST, 341.92 FEET,. 6._ SOUTH 71 DEG. 05' 53" WEST, 269.31 FEET, 7. NORTH 88 DEG. 14' 19" WEST, 186.97 FEET, 8, 'NORTH 73 DEG. 52' 21" WEST, 195.34 FEET, 9. NORTH 58 DEG. 07' 33" WEST, 202.31 FEET, 10. SOUTH 36 DEG. 59' 53" WEST, 183.11 FEET, 11. SOUTH 22 DEG. 12' 04" WEST, 238.39 FEET, TO A.1/2" REBAR . L.S. 3625, 12.. SOUTH 37 DEG. 30' 57" WEST, 185.04 FEET, . 13.- SOUTH DEG.. 46' 35" WEST, 198.28 FEET, :14. a0F' H' t53 77. DEG. 56! 55" WEST, 337.90 FEET,_ 15. SOUTH .39 DEG. 46' 21" WEST, 395.04 FEET, 16-- NORTH 5.8 DEG,, 23' 43" WEST, 120.07 FEET, 3.7. 1t7F>?,•TH' 38 DEG. 00' 29" WEST, 375.51 FEET, :8. NORTU 56 DEG. 49' 07" WEST, 202.19 FEET, :j. SOUTH •38 DEG. .12' 21"' WEST, 205.55 FEET] TO A 1/2" REB.;M L. S..361,5, - `2C. SOUTH`r.3 DEG. 08' 08" WEST, 224.41 FEET, 21. SOUTH 51 DEG. -26' 55" WEST, 372.85 FEET, 22. SOUTH 56 DEG. 49' 14" WEST, 151.79 FEET, 23. SOUTH 73 DEG. 58' 39" WEST, 269.84 FEET, 24. NORTH 89 DEG. 40' 06" WEST, 301.79 FEET, 25. SOUTH 64 DEG. 14' 34" WEST, 145.88 FEET, 26. SOUTH 42 DEG. 24' 44" WEST, 502.14 FEET, 27. SOUTH 24 DEG. -OO' 29" WEST, 578.12 FEET, 28. SOUTH 07 DEG. 16' 2410 WEST, 493.24 FEET, TO A.-/2" REBAR L.S. 3625, CONTINUED ALTA OWNERS POLICY POLICY NO. BU -159287-3 MAM (REGIONAL EXCEPTIONS) PARCEL :IQ: - CONTINUED 29. NORTH 75 DEG. 35' 04" WEST, 105.94 FEET, 30. NORTH 41 DEG. 47' 02" WEST, 204.18 FEET,.,., 31.: NORTH 88 DEG. 50' 31" WEST, 165.95 FEET, 32. NORTH 61 DEG. 50' 04" WEST, 126.83 FEET', - 33. NORTH 18 DEG. 29' 47" WEST, 148.57 FEET, 34. NORTH 03.DEG. 28' 09" WEST, 198.60 FEET, 35. NORTH 31 DEG. 10' 52" WEST, 159.38 FEET, 36. NORTH 20 DEG. 43' 24" WEST, 415.88 FEET, 37. NORTH 02 TEG. 26' 30" WEST", 373.39 FEET, 38. -NORTH 31-. DEG. 39' 32" WEST, 221.92 FEET, - 39. NO dT1.7- 17, D- EG. 25",34" WEST, 257.74 FEET,. 40..NOrFif 52. DEG. .00' 5.8" =WEST, 3,"5.69 FEET, TO A 1/2" *;RF;BA L.S. 3626; 41. SOUTH 04 DEG. 53' 54" WEST, 228.32 FEET, 42. SOUTH 05 DEG. 19' 06" EAST, 296.70 FEET, 43. SOUTH 01 DEG. 40' 06" EAST, 553.00 FEET, 44. SOUTH 14 DEG. 47' 1.6" WEST, 948.60 FEET, 45. SOUTH 23'DEG. 42' 08" WEST, 180.86 FEET, 46. SOUTH 15 DEG. 08' 31" WEST, 247.00 FEET, 47. SOUTH 34 DEG. 02' 51" WEST, 617.37 FEET, TO A 1/2" REBAR, L.S. 362:5, IN THE CENTERLINE OF OREGON GULCH ROAD, AND THE END OF THE EASEMENT; FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 21*2 BEARS SOUTH 70 DEG. 36' 49" EAST, 4674.50 FEET. THE BASIS OF BEARING IS THE CALIFORNIA COORDINATE SYSTEM ZONE II, AS ESTABLISHED BETWEEN D.W.R. STATION ZEBRA AND STATION SAWMILL L.O. TOWER. ALL. DISTANCES RRE GRID AND MUST BE MUL•TIP: ;1 D BY 1.0000902 TO OBTAIN GROUND. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I., DESCRIBED %iERE•1N. CONTINUED a ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) PARCEL V: POLICY NO. BU -159287-3 MAM ALL THAT REAL PROPERTY SITUATED IN.SECTION 22, TOWNSHIP 20 NORTH,, RANGE 4 EAST, M.D.B. & M., AND BEING A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH LYING 3.0 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE EAST LINE OF SAID SECTION 22 FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 22 BEARS NORTH 00 DEG. 16' 52t, WEST, 1118.38 FEET; THENCE NORTH 48 DEG. 42' 2311 WEST, 214.28 FEET; THENCE NORTH 58 DEG. 23' 5711 WEST, 90.5:4. FEET; THENCE NORTH 33 DEG. 36' 1111 WEST,_.93:69 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS :OF -1.00.00 ,FEET, A CENTRAL ANGLE OF 0,2 DEG. 50' 301t '-TF E ARC LE=NGTH OF' -WHICH 1S .167.04 FEET; THENCE SOUTH 53 DEG. 33' X10 WEST, 807.79 FEET; -THENCE ALONG A TANGENT CURVE'. CONCAVE NORTHERLY HAVING A RADIUS OF 400.00 FEET, A CENTRAL ANGLE OF 49 DEG. 40' 40" THE ARC LENGTH OF WHICH IS 346.82 FEET; THENCE NORTH 76 DEG. 46' 01" WEST, 31.92 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 22 DEG. 54' 04" THE ARC LL;NGTH OF WHICH IS 39.97 FEET; THENCE SOUTH 80 DEG. 19' 5511 WEST, 256.62 FEET; THENCE SOUTH 63 DEG. 40' 5111 WEST, 274.03 FEET; THENCE SOUTH 33 DEG: 29' 1811 WEST, 389.34 FEET; THENCE SOUTH 23 DEG. 59' 0211 WEST, 237.48 FEET; THENCE SOUTH 10 DEG. 35' 34t1 WEST,.181.52 FEET; THENCE SOUTH 04 DEG. 27' 2811 WEST, 354.78 FEET; THENCE SOUTH 08 DEG. 01' 4811 WEST, 136.15 FEET; THENCE SOUTH 00 DEG. 48' 15t1 WEST, 1.09.10 FEET; THENCE ALONG P_ TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 55.0 FEET, A CENTRAL ANGLE OF 134 DEG. 49' 4011 '.i"HE ARC LENGTH OF WHICH IS 129.43 FEET; THENCE NORTH 44 DEG. 22' 05t1 WEST,,. -191.17 FEET; THENCE ALONG A TANGENT CURvE CONCAVE SOUt-H4'ESTERLY HAVING A RADIUS O 150.00 FEET, A CENTRAL AYGLE OF 49 DEG. 22' 5311 THE ARC LENGTH OF WHICH IS 129.28 FEET; THENCE SOUTH .86 DEG. 15' 0211 WEST, 18.0: FEET; THENCE ALONG A TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 200.00. FEET; A CENTIUAL ANGLE OF 95 DEG. 12' 5111 THE ARC LENGTH OF WHICH IS 332.36 FEET? THENCE NORTH 01 DEG. 27' 5311 EAST, 182.63 FEET; THENCE ALONG A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 39 DEG. 24' 5511 THE ARC LENGTH OF WHICH IS 68.79 FEET; THENCE NORTH 37 DEG. 57' 02t1 WEST., 111.27 FEET; THENCE NORTH -11 DEG. 16' 2011 WEST, 133.65 FEET; THENCE NORTH 31 DEG. 11' 3511 WEST, 121.79 FEET; THENCE NORTH 17 DEG. 30' 4111 WEST, 206.11 FEET; THENCE NORTH 09 DEG. 44' 2911 EAST, 142.55 FEET; THENCE NORTH 12 DEG. 56' 5511 WEST; 133.08 FEET; THENCE NORTH 37 DEG. 11' 4611 WEST, 174.30 FEET; THENCE NORTH 14 DEG. 21' 5411 WEST, 263.03 FEET; CONTINUED ALTA OWNERS POLICY POLICY NO. BU -159287-3 MAM (REGIONAL EXCEPTIONS) PARCEL V: - CONTINUED THENCE NORTH 51 DEG. 30' 39" WEST, 199.25 FEET; THENCE ALONG A TANGENT•CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 75.00 FEET, A _CENTRAL ANGLE OF 15 DEG. 00' 09" THE ARC LENGTH OF WHICH IS 150.54 FEET;.THENCE SOUTH 13 DEG. 29' 120t.WEST, 93.89 FEET; THENCE SOUTH 05 DEG. 56' 36" EAST, 493.52 FEET; THENCE SOUTH 07 DEG. 30' 37" WEST, 144.72 FEET; THENCE SOUTH 11 DEG. 20' 30" EAST, 199.01 FEET; THENCE SOUTH 16 DEG. 24' 25" WEST, 507.13 FEET; THENCE SOUTH 13 DEG. 59' 25" WEST, 502.86 FEET; THENCE SOUTH 29 DEG. 47' 40" MEST,. 121.19 FEET; THENCE SOUTH 13 DEG. 39' 4311 -WEST, 286.57 FEET; THENCE SOUTH 42 DEG, 24' 23" WEST, 119.49 FEET; THENCE SOUTH 33 DEG. 52' 00" WEST, 250.37.FEEi; THENCE SOUTH 24 DEG. 47' 38" WEST, 22,2.90 FEET; ' THENCE ' SOUTH. 60 DEG. 16' 26" WEST, 39.70 FEET TO THE CENTERLINE OF THE=OREGON GULCH ROAD, FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 22 BEARS NORTH 49 DEG. 47' 42" EAST, 5733.75 FEET. i PLAN ..REVIEW RESP0 SE FORM In older to expedite the revfAtocorrection our plans, please complete the following WIPation and return this form with -this form is not complete, as Items, we �vW cot be able to your re -submittal for review. y� �'�� response to every item requested in our plan correction letter. "By other' isnot considered a valid resporfe. ple. k be response to each item and the location wbere the information an be found on the plandalc s. iiia t PUK FLAN UHhUK -7Izlo� -7110/61 PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICARC COMMENTS: PLAN CHECK f BY: LOCATION ON ZKOU CHECK ITEM X IRESPONSE BY: ILOCATION ON July 2, 2001 Julie Healy P.O. Box 5637 Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-280-199 Building Permit Number: 01-1473 This office reviewed building plans for the permit application referenced above. The plans 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 the recheck and, approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per our conversation last week, provide manufacturer's specifications which show Blue Max walls to have an R value of 22. After review of specifications, your energy consultant will need to revise your energy calculations per R -value and remove walls from thermas mass area of calculations. Provide a complete construction detail of the built up roofing system. Your roof framing plans show a ridge board, with no size noted, and tapered insulation. Construction detail must show how entire roof system is to be constructed. Gyy-- ?1M�0 • 12 3. Please confirm that Applied Testing has been hired by the owner for all special inspections-, Placement of reinforcing steel, placement of concrete and cylinder testing of concrete. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. + The items identified below must be submitted p rior to permit issuant These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of fees is $879.82 2. Complete and return the enclosed school fee form. 3. Provide a recorded copy of your agricultural acknowledgement statement. Sincerely, Vartha Christy Plans Examiner cc: North Valley Building Systems Crandall Engineering x X BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. _ZONIN ��-- � - a C-) OWNER a PHONE NO. (J 7' OWNER'S ADDRESS /'� 19k M I/A---2.* ()AD I r- rl LOCATION OF BUILDING U i f VQad^ ,S c USE OF BUILDING ^k j 6\) l DO U S o D �0® SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME —Yl- STEEL CONCRETE OTHER (Specify) TYPE OF SIDING --7-1-11 ROOF COVERING CD P"I P FLOOR TYPE P Lvt wa�� ESTIMATEDCOST OF CONSTRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 2� /ham "''`� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Ll —a —6-Q, Xsignature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a bul in. permit. Receipt No. - Manager Build ing By Date 2 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant PRC -ECT PROCESSINU IU-';UKU At! LICANT: OWNER: PERMIT f: co [ - i L4-7 3 A. P. WORK DESCRIPTION: S 7 DATE DESCI P1'ION OF STEP_ R.00 -P 7-2,01 ( CAO - i • ' II Owner: Building Permit Number: Cp I — l q -7 3 Plans Examiner. A P. Number. (941-7 Z -V ` [1.9 GENERAL: Y . Zoning requirements — (number of permitted living units). ,2. Building permit valuation. �Y Plans signed by the designer. le Proper description of work,on the application. �5'' Existing violations on the property. tea'` Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, Etc. 3. Other buildings or structures. (DGrading, fills and/or drainage. Flood hazard Special cond' • on arcel a oise, SRA, Fire Sprinklers, fees)... �O i I5 re—P o - /T. FAU & FAS r Water Tender, Traffic and Drainage /g. Building or utilities across lot lines (record form). FLOOR PLA�i: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building. Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). " Glazing in Hazardous locations (Uniform Building"Code section 2406). . Required room sizes and ceiling heights (Uniform Building -Code section 310.6). GFCI in baths, garage, kitchen; wet bac; and eiteiior +eceptacles (NEC 210). Prohibited locations of gas rAer heaters-(Utiifor Thunbi ig Code 509& 1213.5). ` Prohibited locations of gas heating equipianeirt (Uni£tai6�_Mechaaical Code 304.5).. 0. Garage fimtiall separation= re�wred on gauge side g s porting walls and posts (Uniform Building Code section 302.4 6&066n 13) 1. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 1 . Smoke detectors (Uniform Building Code section 310.9:1). 1 . Water closet clearances (Uniform Plumbing Code 408.5). 1 . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 P'" 10 - -bra �-06f - 2 STRUCTURAL DETAILS: 1. Conventional constriboon shaped buildin (Uniform Building Code section 2320.5.4). 2: ` Standard bracing orneer esign ui ding Code se6tion 2320.11.3). 3. Clerestory requiring g and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6 Floor construction details complete enough to construct building. do epi G{Pinc e� 7.. Elevations and wall construction details complete enough to construct building. �►" ��' 8;Roof construction details complete enough to construct budding. . 9:. Ra$er ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. 14. Expansive soil — special foundation design required. 15. Retaining walls requiring design. -16: Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } 2. Guardrails (Uniform Building Code section 509). 3.. Brick or stone veneer (Uniform Building Code section 1403). 4: Exrcrioi plaster— weep screeds (Uniform Building Code section 2506.5). S. ~Rpofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). _ 6. -7 ill&covering type — (fire hazard). 7. Foam insulation — protection. 8. 30_"".halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10., Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). -.. .I1 Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances — LPG requirements. : . >nergy design compliance and supporting documentation. Flashing at all exterior openings. %DF responsible area requirements. . BuildingP uirements: 17.1. SRA. 17.2. ood elevation certificate. _ 17.3. Fire Sprinklers required. - 17.4. Special. Inspection requirements. 17.5. Use Permit conditions. 7 17.6. Sub -Standard Housing letter. Page 2 of 2 0 , - re_ ' Ve4- Pro Yk� I LA roe q Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nm, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: Plans Examiner: Martha Christy 0 r • Veneer per Ch. 14, U.B.C. • Exterior plaster— weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certifwate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures 4nd equipment including overhangs shall be clear of all easements. A setback of 'from the side and 3 O 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Plans Examiner: Martha Christy DINING ROOM s OF 6'0 6'8 Sc W/ 6x6 MULLIN AT CENTER V o g f -%Cc �C W 3'0 6'8 I I REF ' w CAB ABOVE o U _D BATH KITCHEN D ROOM 0_41", 2'0 6'8 STOVE �'P 00 W Lli O O o �o > HOOD N o 42" HIGH WALL PJB �s ,I O 3'0 6'8 20'-6" 19'-0 3/4" LIVING ROOM 0 PAIR OF 6'0 6'8 SLIDERS TEMPERED W/ 6x6 MULLIN AT CENTER 3'0 6'8 4'-5" � o BEDROOM o oz oN Low Of 2'8 6'8 o _ CLOSET O �z N TOILET N N Q m J1 B ED Fff1t7C >0 OV aa. E� `\ I rl <co 9 T W 0 6'-0" 00 PAIR :OF 6'0 6'8 SLIDERS TEMPERED 2'8 6'8 W/ 6x6 MULLIN AT CENTER FIXED 0 � o Lu co x V I r � - ! ` nviron APPROVED Butte County Q ntal Health ` I + ate e Ig f (( ;:;; r �r I- • t ' ��nrH'+�..��. ins SmIn to u IOU Nor V w 19 • TABLE OF CONTENTS TOC Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 Project Address........ 18 HIGH MEADOW RD.. ******* --------------- ----- OROVILLE,. CA. 95966 *v6.00* (9 ( — 14_7 3 Documentation Author... BARRY RUBANOFF ******* Bu*4.1 ding Permit # Barry .Rubanoff z -01 P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. --------------------------------------- MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -TOC User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 ^^PRO P CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... ---------------------------------- JULIE HEALY Date..07/08/01 19:50:03 Project Address........ 18 HIGH MEADOW RD. ******* --------------------- Glazing U -value.... OROVILLE, CA. 95966 *v6.00* Average Documentation Author... BARRY RUBANOFF ******* Building Permit # Ceiling Height..... Barry Rubanoff ft Wood R-38 P.O. Box 1123 R-38 Plan Check / Date Door Berry Creek, CA 95916 R-0 R-0 R-0 530-589-4102 S1abEdge Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1260 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 235 deg (SW) Number of,Dwelling Units... 1 Number of Stories..........' 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 20 0 of floor area Average Glazing U -value.... 0.56 Btu/hr-sf-F Average Glazing SHGC....... 0.65 -------- R721 Average Ceiling Height..... 8.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood -------- R721 -------- R-0 ------- R-21 ------- ------------------------ 0.059 Roof Wood R-38 R-0 R-38 0.028 Attic Door None R-0 R-0 R-0 0.330 FRONT DOOR S1abEdge None R-0 R-0 Door F2=0.760 To Outside FENESTRATION ------------ 0vP x Over - Exterior Area U- Fins Interior Orientation Standard (sf) Value SHGC Shading -------------------- Window Front (SW) ----- 18.0 ------ 0.570 ------ 0.670 --------------- Standard Door Front (SW) 40.0 0.550 0.650 Standard Door Front (SW) 40.0 0.550 0.650 Standard Door Front (SW) 40.0 0.550 0.650 Standard Door Front (SW) 40.0 0.550 0.650 Standard Window Left (NW) 25.0 0.600 0.650 Standard Window Right (SE) 20.0 0.600 0.650 Standard Window Right (SE) 6.0 0.600 0.650 Standard Window Right (SE) 23.0 0.570 0.670 Standard 0vP x Over - Exterior hang/ Shading Fins -------------- Standard ----- Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard None Staredard E cod. None Star{da�rd None FSS�t1an0' 91 DEiDARVN6ne: 0vP x CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------------------------- Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 ------------------------------- MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- Equipment Type ---------------- Wall NoCooling Minimum Efficiency ------------ 0.630 AFUE 10.00 SEER SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1260 HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type None R-n/a n/a n/a Setback None R-n/a n/a n/a Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards 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 non-standard Duct Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall•not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. *** This building incorporates non-standard Duct Location. Because a non -default duct configuration is specified, ARTE Poul-, leaks in the air distribution system connections shallj�3L!ed t with cloth backed rubber adhesive duct tapes unless such tape is Me- in combination with mastic and drawbands. Apo CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ----------------------------------------- Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 ------------------------------------- I MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- REMARKS 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.... JULIE HEALY Company. OWNER/BUILDER Address. 18 HIGH MEADOW RD. OROVILLE, CA. 95966 Phone... 1-530-370-2637 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... BARRY RUBANOFF Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed. .J6 (date) r%coY APPRO V F n MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ---------------------------------- Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 Project Address........ 18 HIGH MEADOW RD. ******* --------------------- OROVILLE, CA. 95966 *v6.00* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ------------------------- MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- 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. 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 Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comply with �J'��-y/ • 7 �y � A nn � Gas AppRo D�'PRO oes ver. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ---------------------------------------------- Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 ------------------------------------------------------------------------------- I MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- 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. 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 X 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 isused in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned spacej,l ve either automatic or readily accessible, manually 6ViV�B ( IT' 'Y operated dampers. 114: Pool and Spa Heating Systems and Equipment �`G DE ��`, 1. System is certified with 78% thermal efficiency, 0AF-IbEft OED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R --------------------------------------------------- Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- 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 furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 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. Design- Enforce- er. . ment "'X cown, COMPUTER METHOD SUMMARY Page 7 C-2R Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 Project Address........ 18 HIGH MEADOW RD. ******* --------------------- OROVILLE, CA. 95966 *v6.00* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field -Check/ -Date -- Climate Zone........... 11 -- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design Margin = = Space Heating.......... 17.32 ---------- 13.69 ---------- - 3.63 = = Space Cooling.......... 10.32 11.09 -0.77 = = Water Heating.......... 17.84 17.84 0.00 = = Total 45.48 42.62 2.86 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1260 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 235 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 10500 cf 1260 sf 20 0 of floor area 0.56 Btu/hr-sf-F 0.65 8.3 ft Afmc*LM, COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 I MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE ' 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Door BUILDING ZONE INFORMATION ------------------------- Floor # of I Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------ ------- ----------------------- ----- -------- --------- 1260 10500 1.00 Yes Setback 2.0 Standard No - 2 OPAQUE SURFACES (SW) 3 Area U- --------------- Insul Act Door Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- -172 0.059 21 235 90 Yes W.21.2X6.16 9 225 0.059 21 325 90 Yes W.21.2X6.16 145 350 0.059 21 55 90 Yes W.21.2X6.16 201 0.059 21 145 90 Yes W.21.2X6.16 1260 0.028 38 n/a 0 Yes R.38.2X14.16 Attic 20 0.330 0 325 90 Yes None FRONT DOOR Surface ------------ HOUSE 7 SlabEdge Orientation PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ---------------------- 144 0.760 R-0 No To Outside HOUSE 0.570 0.670 1 Window Front (SW) 2 Door Front (SW) 3 Door Front (SW) 4 Door Front (SW) .5 Door Front (SW) 6 Window Left (NW) 7 Window Right (SE) 8 Window Right (SE) 9 Window Right '(SE) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 18.0 0.570 0.670 235 90 40.0 0.550 0.650 235 90 40.0 0.550 0.650 235 90 40.0 0.550 0'.650 235 90 40.0 0.550 0.650 235 90 25.0 0.600 0.650 325 90 20.0 0.600 0.650 145 90 6.0 0.600 0.650 145 90 23.0 0.570 0.670 145 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 AJ rM GOMI'v Vr:re COMPUTER METHOD SUMMARY Page 9 C-2R --------------------------------------------------------------- Project Title Title.......... JULIE HEALY Date..07/08/01 19:50:03 MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM C-2R ------------------User##-MP2246 User -Barry Rubanoff Run-HEALY I ---------------------------------------------------------- OVERHANGS AND SIDE FINS 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 non-standard Duct Location. E t h G.' Because a non -default duct configuration is specified, leaks in the air distribution system connections shall ngt�liseal_a�.� d P . with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands.� ---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 18.0 2.67 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 40.0 6.0 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 40.0 6.0 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 40.0 6.0 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 40.0 6.0 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a. n/a SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1260 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Duct System Type ------ ------------ Efficiency Location R -value Leakage Manual D Eff HOUSE ----------------------------- --------- ------- Wall 0.630 AFUE None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------ Heater Type Distribution ------------------------------ Type System Factor (gal)'R-value Water Heater to meet minimum ------ CEC Standards -------- ------ ---------- 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 non-standard Duct Location. E t h G.' Because a non -default duct configuration is specified, leaks in the air distribution system connections shall ngt�liseal_a�.� d P . with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands.� COMPUTER METHOD SUMMARY Page 10 C-2R Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 I MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -FORM C -2R User##-MP2246 User -Barry Rubanoff Run-HEALY ------------------ ------------------------------------------------------------ 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. *** This building incorporates non-standard Duct Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. REMARKS . ,� '. -UNG DEPAR-rpAp� V . HVAC SIZING Page it HVAC Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 Project Address........ 18 HIGH MEADOW RD. ******* --------------------- OROVILLE, CA. 95966 *v6.00* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 -- --------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards-by-Enercomp, Inc.--- MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -HVAC SIZING ------------------User#-MP2246 User -Barry Rubanoff Run-HEALY ---------------------------------------------------- GENERAL INFORMATION w ------------------- Floor Area ................. 1260 sf Volume ..................... 10500 cf Front Orientation.......... Front Facing 235 deg (SW) Sizing Location...........: OROVILLE RS Latitude...... ...... 39.5 degrees Winter -Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Description ---------------.------------------ Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load Heating (Btuh) 8316 5679 n/a 5972 n/a 0 19967 n/a 19967 Cooling (Btuh) 3151 3691 11900 2452 2100 0 23295 4659 27953 Note: The loads shown are only one of the criteria affectiM4 Mt eCs- b�,ion of HVAC equipment. Other relevant design factors__ such. as aiAlifI ow requirements, outside air, outdoor design temperature-s-!)Nccd lPAS,-- -zt ng2,. availability of equipment, oversizing safety margin, etc, must also °be considered. It is the HVAC designer's responsibility, t'`o'c�o `si`lei ajll Y � HVAC'SIZING Page 12 HVAC Project Title.......... JULIE HEALY Date..07/08/01 19:50:03 ----------- _____ MICROPAS6 v6.00 File-HEALY Wth-CTZ11S92 Program -HVAC SIZING I User##-MP2246 User -Barry Rubanoff Run-HEALY ------------------------------------------------------------------------ factors when selecting the HVAC equipment. W �s. a li Bunion Clifford Associates JOB No 01276 DATE: 5/27/01 A— STRUCTURAL CALCULATIONS For HEALY RESIDENCE At 19 HIGH MEADOW ROAD. BUTTE COUNTY, CA OQRpEESS/pNq cc -3 2 Exp. 3/31/03 v q� OF CAS\F�P CONTRACTOR: SCARDINA BUILDERS, INC. 01-(4-7S 4615 Enterprise Common Fremont, California 94538 MG DEPARTME.N� 510.445.1000 f. 510.445.1005 i12/Q I C?il� c 4615 Enterprise Common DESIGNED 52 G JOB No. 217-76 Bunton Clifford Associates Tremont, CA 94538 Architects & Engineers .510-445-1000 V FAX 510-445-';005 CHECKED SHT OF PROJECT SUBJECT DATE S-2 7-0/ CODES: 1997 U.B.C. DESIGN LOADS: SLOPED ROOF: w/ clg finish Roof Material 5.0 psf Sheathing 2.0 psf Framing 3.0 psf Insulat/Sprinkler 2.0 psf Gypsum 2.0 psf Dead load 14.0 psf Adjust dead load for slope: 0.25/12 Adjusted dead load 14.0 psf Live load 20.0 psf Total load 34.0 psf at conv. frmg. Finish 5.0 psf Plyd 2.0 psf Framing 3.0 psf Insulat/Sprinkler 1.0 psf Gypsum 2.0 psf Dead load 13.0 psf Live load 40.0 psf Total load 53.0 psf WIND LOAD: SEISMIC: V = 2.5 *Ca* I* W R Ca=S*Na Working Stress Design V/1.4= MATERIALS: CONCRETE: REINFORCING: TIMBER: GLULAMS EXT WALL: Stucco 10.0 psf Insulation 2.0 psf Conc. 100.0 psf Gypsum 2.0 psf 114.0 psf INT WALL: /o ply'd Gypsum 4.0 psf Framing 3.0 psf plywood 0.0 psf 7.0 psf 80 MPH Exp C qs = 16.4 psf Ce = 1.06 Cq = 1.3 1 = 1 p = Ce Cq qs 1 = 23 psf V= 0.200 W R = 4.5 0.36 S = 0.44 Na = 1.00 V= 0.143 W See UBC 1612.3.1 w/ ply'd 4.0 psf 3.0 psf 2.0 psf 9.0 psf fc = 2500 psi Fy = 40,000 psi for #4 & smaller, Fy = 60,000 psi for #5 & larger Framing No. 2 DF Fb = 875 psi Fb = 1006 psi Fv = 95 psi E = 1.6EE6 4 x Beams No. 1 DF Fb = 1000 psi Fv = 95 psi E = 1.7 EE6 S.S DF Fb= 1450 psi Fv= 95 psi E= 1.9 EE6 Cf for 4"=1.5 Cf for 6"=1.3 Cf for 8"=1.2 & 1.3 Cf for 10"=1.1 & 1.2 Cf for 4x12 = 1.1 6 x Beams No. 1 DF Fb = 1300 psi Fv = 85 psi E = 1.6 EE6 24F -V4 DF/DF Fb = 2400 PSI Fv = 165 PSI E = 1.8 EE6 wool C IMNIUR 1�• � RAFTER (POSSILBLE FUTURE FLOOR JOIST) •TJ-Beam��"serial Number: 700100302 14" TJI®/ProT""-250 JOIST @ 16.0" o/c • BEAMUSA 1001 5/27/01 4:17:06 PM Page 1 of 1 Build Code: 146 s THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑2 b 22' LOADS: Product Diagram is Conceptual. Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 13 Dead; 0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 2.25" 587 / 191 / 777 1 14.0" Detail A3 1.25" LSL Rim 2 2x4 Plate 3.50" 2.25" 587 / 191 / 777 1 14.0" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 763 757 1710 Passed(44%) Lt. end Span 1 under Floor loading Reaction(lb) 763 763 1171 Passed(65%) Bearing 1 under Floor loading Moment(ft-Ib) 4115 4115 5418 Passed(76%) MID Span 1 under Floor loading Live Defl.(in) 0.518 0.540 Passed(U500) MID Span 1 under Floor loading Total Defl.(in) 0.687 1.079 Passed(U377) MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design Criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION HEALY RESIDENCE JOB No 01276 OPERATOR INFORMATION: Bunton Clifford Associates Inc Geoffrey Clifford S.E. 4615 Enterprise Common Fremont, Ca 94538 (510)445-1000 (510) 445-1005 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business. ProTM, TJ -Pro"' and TJ -Beam^' are trademarks of Trus Joist. TJI® is a registered trademark of Trus Joist. Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise Common Dsgnr: G.C. Date: 3:45PM, 27 MAY 01 nil Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton COttord Associates Fax (510) 445-1005 Rev:510303 Concrete Rectangular & Tee Beam Design User: M-0602019, Ver 5.1.3. 22-Jun.1999, Win32 (c) 1983.99 ENERCALC c: \enercaIc\data\01276.ecw:CaIcu1a ,.n Description CONCRETE LINTEL General Information Calculations are designed to ACI 318-95 and 1997 UBC Reouirement_a Depth 16.000 in Fy 60,000 psi Width 8.000 in Concrete Wt. 145.0 pcf -10.70 k -ft Maximum Shear: Vu Seismic Zone 3 Allowable Shear: Vn'phi 44.20 k End Fixity Fixed -Fixed . Beam Weight Added Internally Live Load acts with Short Term Reinforcing in2 @ Left End Region 0.000 Rebar @ Center of Beam... 4.19 k Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size , 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 5 2.00in #1 2 5 2.00 in #1 2 5 2.00 in #2 2 5 13.00 in #2 2 5 13.00 in #2 2 5 13.00 in Uniform Loads Dead Load Live Load Short Term #1 0.208 k 0.100 k SW �Lecxc k #2 0.030 k 0.120 k -s-, Maximum Deflection Max Reaction @ Left Max Reaction @ Right Start End 0.000 ft 12.500 ft 0.000 ft 12.500 ft Beam Design OR -0.0083 in 3.67 k .. 3.67 k 4.167 6.250 8.333 10.417 12.500 ft Not Req'd Not Req'd Not Req'd Not Req'd 6.500 in 1.864 1.820 1.820 3.684 4.483 k @ Center Span = 12.50ft, Width= 8.00in Depth = 16.00in 5.78 k -ft Maximum Moment: Mu -11.56 k -ft @ Left End Allowable Moment: Mn'phi 36.17 k -ft -10.70 k -ft Maximum Shear: Vu 4.53 k 36.17 k -ft Allowable Shear: Vn'phi 44.20 k -4.30 k -ft Shear Stirrups... Vn'Ph Vu, Eq. 9- Stirrup Area @ Section 0.440 in2 @ Left End Region 0.000 2.083 4.19 k Max. Spacing 6.500 Not Req'd 44.20 k Max Vu 4.527 3.728 Bending & Shear Force Summary DL + LL + [Bm Wt] Maximum Deflection Max Reaction @ Left Max Reaction @ Right Start End 0.000 ft 12.500 ft 0.000 ft 12.500 ft Beam Design OR -0.0083 in 3.67 k .. 3.67 k 4.167 6.250 8.333 10.417 12.500 ft Not Req'd Not Req'd Not Req'd Not Req'd 6.500 in 1.864 1.820 1.820 3.684 4.483 k @ Center 33.23 k -ft 5.78 k -ft 5.35 k -ft 2.15 k -ft @ Left End 36.17 k -ft -11.56 k -ft -10.70 k -ft -4.30 k -ft @ Right End 36.17 k -ft -11.56 k -ft -10.70 k -ft -4.30 k -ft Shear... Vn'Ph Vu, Eq. 9- Vu, Eq. 9- Vu, Eq. 9- @ Left End 44.20 k 4.53 k 4.19 k 1.68 k @ Right End 44.20 k 4.48 k 4.15 k 1.67 k Deflections... pwar ownwar DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0052 in at 6.2500ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0083 in at 6.2500ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft -0.0083 in at 6.2500ft Reactions... (ED_ Left (a) Right DL + [Bm Wt]] 2.293 k 2.293 k DL + LL + [Bm Wt] 3.668 k 3.668 k DL + LL + ST + [Bm Wt] 3.668 k 3.668 k Opp- I Bunton Clifford Associates Inc. Titie : HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton Clifford Associates Fax (510) 445-1005 Rev: 510303 Concrete Rectangular & Tee Beam Design User: KW0602019, Ver 5.1.3, 22-Jun•1999, Win32 (c.)1983.99 ENERCALC _. Section A Job # 01276 Date: 3:45PM, 27 MAY 01 Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 2.250 in 2.815 in 2.815 in a = beta ' Xneutral 1.913 in 2.393 in 2.393 in Compression in Concrete 32.513 k 40.677 k 40.677 k Sum [Steel comp. forces] 4.676 k 0.000 k 0.000 k Tension in Reinforcing -37.200 k -40.745 k -40.745 k Find Max As for Ductile Failure... I:eff... Ms(DL+LL+ST) 2,730.667 in4 X -Balanced 7.694 in 8.286 in 8.2857 in Xmax = Xbal ' 0.75 5.770 in 6.214 in 6.214 in a -max = beta ' Xbal 6.540 in 7.043 in 7.043 in Compression in Concrete 83.382 k 89.796 k 89.796 k Sum [Steel Comp Forces] 33.927 k 26.583 k 26.583 k Total Compressive Force 117.310 k 116.379 k 116.379 k AS Max = Tot Force / Fy 1.955 in2 1.940 in2 1.940 int Actual Tension As 0.620 OK 1.240 OK 1.240 OK Neutral Axis 3.540 in Mcr 10.67 k -ft [gross 2,730.67 in4 Ms:Max DL + LL 7.64 k -ft Icracked 806.67 in4 R1 = (Ms:DL+LL)/Mcr 1.396 Elastic Modulus 2,850.0 ksi Ms:Max DL+LL+ST 7.64 k -ft Fr = 7.5' fe.5 375.000 psi R2 = (Ms:DL+LL+ST)/Mcr "'" 1.396 Z:Cracking 65.043 ksi Leff... Ms(DL+LL) 2,730.667 in4 I:eff... Ms(DL+LL+ST) 2,730.667 in4 Eff. Flange Width 8.00 in ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope fiwton Clifford Associates Fax (510) 445-1005 Rev: 510303 Concrete Rectangular & Tee Beam Design User: M-0602019, Ver 5.1.3, 22•Jun.1999, Win32 (c) 1983.99 ENERCALC C: Description 6" SLAB are Job # 01276 Date: 4:51 PM, 27 MAY 01 8-95 and Depth 6.000 in Fy 60,000 psi Width 12.000 in Concrete Wt. 145.0 pcf Seismic Zone 3 End Fixity Pinned -Pinned Beam Weight Added Internally Live Load acts with Short Term Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 1 5 1.00in #1 1 5 1.00 in #1 1 5 1.00 in #2 1 -5 4.50 in #2 1 5 4.50 in #2 1 5 4.50 in Uniform Loads Dead Load Live Load Short Term Start End #1 0.014 k 0.200 k k 0.000 ft 8.000 ft ummary Beam Design I Span = 8.00ft, Width= 12.00in Depth = 6.00in Maximum Moment: Mu 3.69 k -ft Allowable Moment: Mn'phi 5.81 k -ft Maximum Deflection -0.0448 in Maximum Shear: Vu 1.68 k Max Reaction @ Left 1.15 k Allowable Shear: Vn'phi 4.59 k Max Reaction @ Right 1.15 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 1.333 2.667 4.000 5.333 6.667 8.000 ft Max. Spacing Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd in Max Vu 1.682 1.239 0.620 0.605 0.605 1.225 1.667 k Bending & Shear Force Summary Bending... Mn'Phi Mu, Eq. 9-1 Mu, Eq. 9-2 Mu, Eq. 9-3 @ Center 5.81 k -ft 3.69 k -ft 3.21 k -ft 0.62 k -ft @ Left End 5:81 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 5.81 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn'Ph Vu, Eq. 9- Vu, Eq. 9- Vu, Eq. 9- @ Left End 4.59 k 1.68 k 1.46 k 0.28 k @ Right End 4.59 k 1.67 k 1.45 k 0.28 k Deflection Deflections... pwar ownwar DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0129 in at 4.0000ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0448 in at 4.0000ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft -0.0448 in at 4.0000ft Reactions... (a) Left OD. Right DL + [Bm Wt]] 0.346 k 0.346 k DL + LL + [Bm Wt] 1.146 k 1.146 k DL + LL + ST + [Bm Wt] 1.146 k 1.146 k _ Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. nil Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton Gifford Associates Fax (510) 445-1005 R 0303 ser: 10303 019, Ver 5.1.3, 22 Jun 1999, Win32 Rev: 51Concrete Rectangular & Tee Beam Design U (c) 198399 ENERCALC _. Section Analvsis Job #01276 Date: 4:51 PM, 27 MAY 01 Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 0.940 in 0.940 in 0.940 in a = beta ' Xneutral 0.799 in 0.799 in 0.799 in Compression in Concrete 20.375 k ;..201175 k 20.375 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -20.321 k -20.321 k -20.321 k Find Max As for Ductile Failure... Z:Cracking 103.344 ksi X -Balanced 2.663 in 2.663 in 2.6633 in Xmax = Xbal ' 0.75 1.997 in 1.997 in 1.997 in a -max = beta ' Xbal 2.264 in 2.264 in 2.264 in Compression in Concrete 43.295 k 43.295 k 43.295 k Sum [Steel Comp Forces] 12.809 k 12.809 k 12.809 k Total Compressive Force 56.104 k 56.104 k 56.104 k AS Max = Tot Force / Fy 0.935 in2 0.935 int 0.935 in2 Actual Tension As 0.620 OK 0.000 OK 0.000 OK Neutral Axis 1.255 in Mcr 2.25 k -ft Igross 216.00 in4 Ms:Max DL + LL 2.29 k -ft Icracked 41.33 in4 R1 = (Ms:DL+LL)/Mcr 0.982 Elastic Modulus 2,850.0 ksi Ms:Max DL+LL+ST 2.29 k -ft Fr = 7.5 • fe.5 375.000 psi R2 = (Ms:DL+LL+ST)/Mcr 0.982 Z:Cracking 103.344 ksi I:eff... Ms(DL+LL) 206.573 in4 Ms(DL+LL+ST) 206.573 in4 Eff. Flange Width 12.00 inI:eff... ACI Factors (per ACI, applied internally to entered loads) t ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 PROJECT SUBJECT 4615 Enterprise Common DESIGNED G• G Bunton Clifford Associates Fremont, CA 94538 Architects & Engineers Sao -445-1000 FAX 510-445-1.005. CHECKED DATE 6"2%-o/- /o00 /111�5F -'s Pc F 30c-) ItF ✓�T CC- = e, t LVZ. /-//:5 w, t L ®L = LL = JOB No. SHT 6O OF ��SS/vim E�c27 � �Z�sv�4c Fu7u.eG ter. / V4 -f- 3C*) -f- BCI = / ('40) -� 3 �Z l = /00 /tom 1A14) -�- + 43 3 tP� 6i (4�� -�- 70a Gc,F Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterpripe Common Dsgnr: G.C. Date: 3:02PM, 27 MAY 01 nil Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton Clifford Associates Fax (510) 445-1005 Rev:510303 Cantilevered Retaining Wall Design User: KW -0602019, Ver 5.1.3. 22-Jun•1999. Win32 (c) 198399 ENERCALC �•�o�or��i��ra�*��m ��� e.....•r•,i,.,,.,.:,.,... Criteria 0.00 in Retained Height = 7.00 ft Wall height above soil = 1.33 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Soil ata 0.00 in Allow Soil Bearing = 1,000.0 ps Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 Toe Active Pressure = 0.0 Passive Pressure = 300.0 Water height over heel = 0.0 ft FootingIlSoil Friction Wind on Stem = 86.0 psf Soil height to ignore for passive pressure Axial Load Applied to Stem Design Summary Total Bearing Load = 2,832 lbs ...resultant ecc. = 7.91 in Axial Dead Load Axial Live Load = 0.300 = 0.00 in 208.0 lbs 100.0 lbs oo Ing Strengths & Dimeft-slons fc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 3.75 ft Heel Width = 1.67 Total Footing Width = ------ 5.4t Footing Thickness = 14.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Axial Load Eccentricity = 0.0 in Stem Construction Top Stem OK Design height ft= Stem0.00 Wall Material Above "Ht" = Concrete Thickness - 8 00 Soil Pressure @ Toe = 904 psf OK Rebar Size = # 5 Soil Pressure @ Heel = 141 psf OK Rebar Spacing _ - 12.00 Allowable = 1,000 psf Soil Pressure Less Than Allowable Rebar Placed at = Edge ACI Factored @ Toe = 1,276 psf Design Design Data Data = 5,500 662 ft-# Actual 1 -Way Shear = 17.00 ACI Factored @Heel = 199 psf g + fa/F fb/Total = 0.722 = None Spec'd Equiv. Solid Thick. Force @Section lbs = 2,069.1 Footing Shear @Toe = 17.0 psi OK Moment....Actual ft-# = 5,867.3 Footing Shear @Heel = 10.5 psi OK Moment..... Allowable = 8,121.3 Allowable = Wall Stability Ratios 85.0 psi Shear..... Actual psi = 27.9 Overturning = 2 116 OK Shear..... Allowable psi = 85.0 Sliding = 0.63 UNSTABLE! Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force 1,615.3 lbs Footing Design Results = 96.7 Rebar Depth 'd' Toe 6.19 Heel Factored Pressure = 1,276 199 psf Mu': Upward = 7,222 0 ft-# Mu': Downward = 1,723 662 ft-# Mu: Design = 5,500 662 ft-# Actual 1 -Way Shear = 17.00 10.50 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Equiv. Solid Thick. Heel Reinforcing = None Spec'd Masonry Block Type = Normal Weight Key Reinforcing = None Spec'd Bar Develop ABOVE Ht. in = 23.40 Bar Lap/Hook BELOW Ht. in = 7.45 Wall Weight = 96.7 Rebar Depth 'd' in= 6.19 Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data fc psi= 2,500.0 Fy psi = 60,000.0 Other Acce table Sizes & S acin s Toe: #4� 13.75 in, #5921.; in, #6@ 30.00 in, #7@ 41.00 in, #8@ 48.25 in, #9@ 4 Heel: Not req'd, Mu < S' Fr Key: No key defined OFF— I Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton Word Associates Fax (510) 445-1005 Rev: 510303 Cantilevered Retaining Wall Design User. KW -0602019. Ver 5.1.3, 22•Jun•1999, Win32 (t) 198399 ENERCALC Total = 1,615.3 O.T.M. = 5,097.7 Resisting/Overturning Ratio 2.06 Vertical Loads used for Soil Pressure = 2,831.7 lbs Vertical component of active pressure NOT used for soil pressure 0 Job # 01276 Date: 3:02PM, 27 MAY 01 Force Distance Moment Item lbs ft ft-# Heel Active Pressure = 1,500.6 2.72 4,085.0 Toe Active Pressure = 0.39 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 208.0 4.08 849.3 Load @ Stem Above Soil = 114.6 8.83 1,012.6 SeismicLoad = Total = 1,615.3 O.T.M. = 5,097.7 Resisting/Overturning Ratio 2.06 Vertical Loads used for Soil Pressure = 2,831.7 lbs Vertical component of active pressure NOT used for soil pressure 0 Job # 01276 Date: 3:02PM, 27 MAY 01 Key Weight Vert. Component Total = 2,731.7 lbs R.M. 10,493.4 Force Distance Moment lbs ft ft-# Soil Over Heel = 770.3 4.92 3,787.2 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= 208.0 4.08 849.3 Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 805.5 4.08 3,289.2 Earth @ Stem Transitions= Footing Weight = 948.0 2.71 2,567.6 Key Weight Vert. Component Total = 2,731.7 lbs R.M. 10,493.4 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise Common Dsgnr: G.C. Date: 2:57PM, 27 MAY 01 Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton Word Associates Fax (510) 445-1005 Rev: 510303 Cantilevered Retaining Wall Design Ur: KW -0602019. Ver 5.1.3, 22 -Jun -1999, Win32 (se1983.99 ENERCALC Criteria 0.00 in Retained Height = 0.33 ft Wall height above soil = 8.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Stl"MIC/ = 12.00 Wind on Stem = 86.0 psf Axial Load Applied to Stem Design Summary Total Bearing Load = 2,891 lbs ...resultant ecc. = 6.21 in Soil Pressure @ Toe = 959 psf OK Soil Pressure @ Heel = 217 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI F- [Soil Data 0.00 in Allow Soil Bearing = 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 Toe Active Pressure = 0.0 Passive Pressure = 300.0 Water height over heel = 0.0 ft FootingjjSoil Friction = 0.300 Soil height to ignore for passive pressure = 0.00 in Axial Dead Load = 488.0 lbs Axial Live Load = 700.0 lbs Footing Strengths & Dimensions Pc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 3.25 ft Heel Width = 1,67 Total Footing Width = ----4.9r Footing Thickness = 14.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Axial Load Eccentricity = 0.0 in Stem Construction Top Stem mmm Stem OK Design height ft = 0.00 Wall Material Above "Ht" = Concrete Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 12.00 Rebar Placed at = Center Desiqn Data Moment..... Allowable actored @ Toe - ACI Factored @ Heel = 1,412 psf 319 psf fb/FB + fa/Fa = 1.000 Footing Shear @ Toe = 17.0 psi OK Total Force @ Section lbs= 1,173.8 Footing Shear @ Heel = 2.4 psi OK Moment.... Actual ft-# = 5,068.3 Allowable = 85.0 psi Moment..... Allowable = 5,069.7 Wall Stability Ratios 2.35 psi Shear ..... Actual psi = 24.5 Overturning = 1 81 OK Shear..... Allowable psi = 85.0 Sliding 1.17 Ratio < 1.5! Sliding Calcs Slab Resists All Slidin ! Lateral Sliding Force = 738.6 lbs Footing Design Results = 96.7 Rebar Depth 'd' Toe 4.00 Heel Factored Pressure = 1,412 319 psf Mu': Upward = 6,186 0 ft-# Mu': Downward = 1,294 148 ft-# Mu: Design = 4,892 148 ft-# Actual 1 -Way Shear = 17.02 2.35 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Equiv. Solid Thick. Heel Reinforcing = None Spec'd Masonry Block Type = Normal Weight Key Reinforcing = None Spec'd Bar Develop ABOVE Ht. in = 23.40 Bar Lap/Hook BELOW Ht. in = 10.49 Wall Weight = 96.7 Rebar Depth 'd' in= 4.00 Masonry Data Pm psi = Fs psi = Solid Grouting = Special Inspection = ModularRatio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data Pc psi = 2,500.0 Fy psi= 60,000.0 Other V table Sizes & S acin s Toe: #4� 13.75 in, #5N a2cl .� in, #6@ 30.00 in, #7@ 41.00 in, #8@ 48.25 in, #9@ 4 Heel: Not req'd, Mu < S' Fr Key: No key defined n IMP pp'"— I Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise Common Dsgnr: G.C. Date: 2:57PM, 27 MAY 01 Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton CoffordAssodates Fax (510) 445-1005 Rev: 510303 Cantilevered Retaining Wall Design User: KW -0602019, Ver 5.1.3, 22 -Jun. 1999, Win32 (c) 1983.99ENERCALC ummary of Overturning & Resisting Forces ...OVERTURNING..... Force Distance Mon Item lbs ft ft-# Heel Active Pressure = 50.6 0.50 25.3 Toe Active Pressure = 0.39 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load - Axial Dead Load on Stem= 488.0 Load @ Stem Above Soil = 688.0 5.50 3,783.8 SeismicLoad = Total = 738.6 O.T.M. = 3,809.1 Resisting/Overtuming Ratio Stem Weight(s) = 1.81 Vertical Loads used for Soil Pressure = 2,890.6 lbs Vertical component of active pressure NOT used for soil pressure .....RESISTING..... Force Distance Moment lbs ft ft-# Soil Over Heel = 36.6 4.42 161.8 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= 488.0 3.58 1,748.7 Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 805.5 3.58 2,886.5 Earth @ Stem Transitions= Footing Weight = 860.5 2.46 2,115.5 Key Weight = Vert. Component = Total = 2,190.6 lbs R.M. 6,912.4 IPROJECT SUBJECT 4615 Enterprise Common Bunton Clifford Associates Fremont. CA 94538 Architects & engineers 5.10-445-1000 FAX 516-445-1005: DESIGNED G C JOB No. OU 7 0 CHECKEDSHT OF DATE 5-27- o/ ATbeA — ��cro = - z 3 5�E1 5m/ C= 0, t U9' S�� s/fT t (14-3642 �0 + 3 �67)) Vje hr 3 Fe = o,?6,2 vP /T'a W(0,'7502), OG la5F h/ku- �E�/N D o v % 60 (15J =7* 42) �4) -5 PALS 36C-7)4rZr = 29,5 39s I �©����of 4o��7�f'Z�. ©•Z = 581 �� Lo'z .r 4615 Enterprise Common Bunton Clifford Associates Fremont. CA 94538 DESIGNED G JOB No. Architects & Engineers 510-445-1000 FAX 516-445-1005. CHECKED SHT OF PROJECT DATE 2I SUBJECT 0 --1 '470) r - Q L3� ��•33) - C�jB �� -�2' 3> -��' � l(�)O•Z = �5i3 (bs' - 2Z 3`2�77 lbs 3( )]CI14fo- 15- je> /657 e,229 �6s if li To LisTiel6vre L pi� WAUL F Height/Length 1.7500 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 _ 0.2577 4615 Enterprise Common Dsgnr: G.C. Date: 3:41 PM, 27 MAY 01 0.2408 0.5653 Fremont, CA 94538 Description Rigidity = .001/Deft Ph (510) 445-1000 Scope: 1,768.881 % Force to Pier Bunton Gifford Associates Fax (510) 445-1005 0.26 Shear to Pier 1.321 k Rev: 510302 Masonry Pier Analysis User: KW-0602019,Ver 5.1.3. 22•Jun-1999, Win32 & Design Relative DO * 10"5 0.00 in (c) 198399 ENERCALC 0.00 in M /(V•Depth) c:\enercalc\data\01276.ecw:LATERAL Description WALL 1 ummary General Information Calculations are designed to 1997 UBC Requirements Total Lateral orce 10.54 k Moduli: m= m Seismic Zone 4 Moduli: Ev = Em ' 0.40 Load Duration Factor 1.33 29.33 psi Fv: w/ Reinf. Shear Pier Data 47.41 psi 44.00 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Pier #1 Pier #2 Pier Bending Reinforcing... Pier Height 7.00 ft 7.00 ft 7.00 ft Moment @ End Pier Length 4.00 ft 11.00 ft 6.00 ft "d" to tension As Wall Thickness 8 in 8 in 8 in Bending As Req'd "j": Depth Mult. 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi Spinsp No No No Grout Spacing 8 in 8 in 8 in Height/Length 1.7500 0.6364 1.1667 (H/L)A3 5.3594 0.2577 1.5880 Rel. Deft 1.1788 0.2408 0.5653 Sum Rigidity 6,770.79 Rigidity = .001/Deft 848.306 4,153.606 1,768.881 % Force to Pier 0.13 0.61 0.26 Shear to Pier 1.321 k 6.466 k 2.754 k Relative DO * 10"5 0.00 in 0.00 in 0.00 in M /(V•Depth) 0.875 0.318 0.583 ummary Shear Reinforcing.. Pier #1 Pier #2 Pier #3 fv=V/(12'est'jd) 6.03 psi 10.74 psi 8.39 psi Fv: w/o Reinf. 26.83 psi 31.61 psi 29.33 psi Fv: w/ Reinf. 40.24 psi 47.41 psi 44.00 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Not Req'd inA2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 4.62 k -ft 22.63 k -ft 9.64 k -ft "d" to tension As 3.60 ft 9.90 ft 5.40 ft Bending As Req'd 0.04 in2 0.07 in2 0.06 in2 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise Common Dsgnr: G.C. Date: 3:41 PM, 27 MAY 01 Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton Clifford Associates Fax (510) 445-1005 Rev:510302 Masonry Pier'Analysis & Design User: M-0602019,Ver 5.1.3. 22•Jun-1999. Win32 (c) 198399 ENERCALC c:\enercalc\data\01276.ecw:LATERAL Description WALL 2 General Information Calculations are designed to 1997 UBC Requirements Total a era orce 10.41 k Moduli: lzm= m Seismic Zone 4 Moduli: Ev = Em • 0.40 Load Duration Factor 1.33 Pier Height 7.00 ft 7.00 ft Pier Length 10.50 ft 5.00 ft Wall Thickness Bin 8 in "j": Depth Mult. 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi Sp Insp No No Grout Spacing 8 in 8 in Analysis Data ' Pier #1 Pier Height/Length 0.6667 1.4000 (H/L)A3 0.2963 2.7440 Rel. Defl 0.2551 0.7716 Sum Rigidity 5,215.44 Rigidity = .001/Defl 3,919.355 1,296.083 % Force to Pier 0.75 0.25 Shear to Pier 7.823 k 2.587 k Relative Defl' 10A5 0.00 in 0.00 in M / (V'Depth) 0.333 0.700 Shear Reinforcing.. Pier #1 Pier #2 fv=V/(12'est'jd) 13.62 psi 9.46 psi Fv: w/o Reinf. 31.48 psi 28.33 psi Fv: w/ Reinf. 47.22 psi 42.50 psi Horiz. Shear Av Req'd Not Req'd in^2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 27.38 k -ft 9.05 k -ft "d" to tension As 9.45 It 4.50 It Bending As Req'd 0.09 int 0.06 in2 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterpnse Common Dsgnr: G.C. N1 Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton CGffordAssociates Fax (510) 445-1005 0302 Rev: 51Masonry Pier Analysis & Design User: 10302 019, Ver 5.1.3. 22•Jun•1999, Win32 (c) 198399 ENERCALC Job # 01276 Date: 3:41 PM, 27 MAY 01 general mrormanon Calculations are designed to 1997 UBC Requiremee Total a era orce o u): m= m Seismic Zone 4 Moduli: Ev = Em ' 0.40 Load Duration Factor 1.33 Shear Pier Data ' % Force to Pier Pier Pier Height 8.33 ft Pier Length 42.00 ft Wall Thickness Bin "j" : Depth Mult. 0.90 Pier Fixity Fix -Fix Pm 1,500 psi Fs 24,000 psi Sp Insp No Grout Spacing 8 in Height/Length 0.1983 (H/L)^3 0.0078 Rel. Defl 0.0670 Sum Rigidity 14,930.28 Rigidity = .001/Deft 14930.284 % Force to Pier 1.00 Shear to Pier 12.690 k Relative DO ' 10"5 0.00 in M / (V'Depth) 0.099 Shear Reinforcing.. Pier #1 fv=V/(12'est'jd) 5.52 psi Fv: w/o Reinf. 33.49 psi Fv: w/ Reinf. 50.23 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Bending Reinforcing... Moment @ End 52.85 k -ft "d" to tension As 37.80 ft Bending As Req'd 0.04 in2 Bunton Clifford Associates Inc. Title HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope: BwftnCuffordAssociates Fax (510) 445-1005 Rev:610302 Masonry Pier Analysis & Design User: KW.0602019, Ver 5.1.3, 22-Jun•1999, Win32 (c) 198399 ENERCALC Job # 01276 Date: 3:41 PM, 27 MAY 01 General Information calculations are designed to 1997 UBC Requirements t Total Lateral orce 10.41 k Moduli: Em= m Seismic Zone 4 Moduli: Ev = Em . 0.40 Load Duration Factor 1.33 Shear Pier Data Height/Length Pier #1 Pier #2 Pier #3 -NOMME Pier Height 7.00 ft 7.00 ft 7.00 ft Pier Length 4.00 ft 4.50 ft 4.00 ft Wall Thickness 8 in 8 in 8 in "j" : Depth Mult. 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix I'm 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No Grout Spacing 8 in 8 in 8 in Height/Length 1.7500 1.5556 1.7500 (H/L)A3 5.3594 3.7641 5.3594 Rel. DO 1.1788 0.9367 1.1788 Sum Rigidity 2,764.14 26.83 psi Rigidity = .001 /Deft 848.306 1,067.524 848.306 % Force to Pier 0.31 0.39 0.31 Shear to Pier 3.195 k 4.020 k 3.195 k Relative Defl'.JOA 5 0.00 in 0.00 in 0.00 in M / (V'Depth) 0.875 0.778 0.875 Shear Reinforcing.. Pier #1 Pier #2 Pier #3 fv=V/(12'esYjd) 14.60 psi 16.33 psi 14.60 psi Fv: w/o Reinf. 26.83 psi 27.66 psi 26.83 psi Fv: w/ Reinf. 40.24 psi 41.49 psi 40.24 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Not Req'd inA2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 11.18 k -ft 14.07 k -ft 11.18 k -ft "d" to tension As 3.60 ft 4.05 It 3.60 ft Bending As Req'd 0.10 in2 0.11 int 0.10 in2 Bunton Clifford Associates Inc. title: HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. nil Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton Clifford Associates Fax (510) 445-1005 Rev: 510301 Concrete Shear Wall Design UseKW.0602019. Ver 5.1.3. 22 -Jun -1999. Win32 (c) 198399 ENERCAIC no-Qrrntnn VVA I I 1-1 Job # 01276 Date: 4:05PM, 27 MAY 01 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Total aHeight eismtc Factor 0.000 Concrete Weight 145.000 pcf Seismic Zone 4 Live & Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Applied Loads t Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 1.320 k 7.000 ft #1 k ft ' Bottom Vu 1.85 k 'Horizontal As Req'd- 0.19in2 Vertical As Req'd 0.12 in2 Mu: Actual 12.94 k -ft 2 .Bending As Req'd 0.10 in2 ACI Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bottom Analysis Height 0.00 ft Wall Offset ( datum ) ft Wall Length 4.000 ft Wall Thickness 8.000 in Pc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth a m. 3.200 ft Wall Analysis Bottom Vs : Story Shear 1.32 k Ms w/ Lat Right 9.2 k -ft Ms w/ Lat Left 9.2 k -ft Uplift @ Left End 0.96 k Uplift @ Right 0.96 k Vu = Vs ' Factor(s) 1.848 k Vu: Applied 6.02 psi Nu: Axial 3.79 k Mu: Moment 12.94 k -ft vc ' .85 69.342 psi vn:max = 1 300.00 psi psi psi psi psi ' Bottom Vu 1.85 k 'Horizontal As Req'd- 0.19in2 Vertical As Req'd 0.12 in2 Mu: Actual 12.94 k -ft 2 .Bending As Req'd 0.10 in2 ACI Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title : HEALY RESIDENCE 4615 Enterprise Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope Bunton Clifford Assodates Fax (510) 445-1005 Rev: 510301 Concrete Shear Wall Design User: KW -0602019, Ver 5.1.3, 22•Jun•1999, Win32 (c) 1983.99 ENERCALC Job # 01276 Date: 4:05PM, 27 MAY 01 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Concrete Weight 145.000 pcf Live & Short Term Load Combined Seismic Zone Min Wall As% for Bending Overburden Weight 4 0.0000 0.00 psf Load Height Dead Live Short Term Vertical Horiz. #1 6.470 k 7.000 It #1 k It Wall Data Bottom Analysis Height 0.00 ft Wall Offset ( datum ) ft Wall Length 11.000 It Wall Thickness 8.000 in f : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 8.800 It Wall Analysis ' Bottom Vs : Story Shear 6.47 k Ms w/ Lat Right 45.3 k -ft Ms w/ Lat Left 45.3 k -ft Uplift @ Left End 0.40 k Uplift @ Right 0.40 k Vu = Vs' Factor(s) 9.058 k Vu : Applied 10.72 psi Nu: Axial 10.42 k Mu: Moment 63.41 k -ft vc' .85 142.347 psi vn:max = 1 300.00 psi psi psi psi psi - — - ■ Bottom Vu 9.06 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu: Actual 63.41 k -ft Bending As Req'd 0.18in2 .0 D- GZfgZ Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise Common Dsgnr: G.C. Date: 4:05PM, 27 MAY 01 Fremont, CA 94538 Description Ph (510) 445-1000 Scope: Bunton Clifford Assodates Fax (510) 445-1005 Rev: 510301 Concrete Shear Wall Design User: KW -0602019, Ver 5.1.3, 22-Jun•1999, Win32 (c) 198399 ENERCALC — —__ ......�� .. __ �uenerai Intormation Calculations are designed to ACI 318-95 and 1997 UBC Requirements ; Total aHeight elsmic I -actor 0.000 Concrete Weight 145.000 pcf Seismic Zone 4 Live i£ Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Appnea Loaas Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 2.750 k 7.000 ft #1 k ft Wall Data Uplift @ Left End 1.18k Bottom Analysis Height 0.00 ft Wall Offset ( datum ) ft Wall Length 6.000 ft Wall Thickness 8.000 in Pc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 4.800 ft Vs : Story Shear 2.75 k Ms w/ Lat Right 19.2 k -ft Ms w/ Lat Left 19.2 k -ft Uplift @ Left End 1.18k Uplift @ Right 1.18k Vu = Vs ' Factor(s) 3.850 k Vu : Applied 8.36 psi Nu: Axial 5.68 k Mu: Moment 26.95 k -ft vc' .85 107.704 psi vn:max = 1 300.00 psi psi psi psi psi Bottom Vu 3.85 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu : Actual 26.95 k -ft Bending As Req'd 0.14 in2 e-- ro 2)/IZ :I Factors(per ACI, applied internally to entered loads) ACI 9-1 8 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 8 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprjse Common Dsgnr: G.C. Fremont, CA 94538 Description Ph (510) 445-1000 Scope: • Bunton Clifford Associates Fax (510) 445-1005 Rev:510301 Concrete Shear Wall Design User: KW -0602019, Ver 5.1.3, 22 -Jun -1999, Win32 (c)1983-99 ENERCALC Job # 01276 Date: 4:05PM, 27 MAY 01 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements' Total aHeight Seismic Factor 0.000 Concrete Weight 145.000 pcf Seismic Zone 4 Live & Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 7.830 k 7.000 it #1 k it Wall Data Vu : Applied 13.59 psi Bottom Analysis Height 0.00ft Wall Offset ( datum ) It Wall Length 10.500 It Wall Thickness 8.000 in Pc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 8.400 it Wall Analysis , Bottom Vs : Story Shear 7.83 k Ms w/ Lat Right 54.8 k -ft Ms w/ Lat Left 54.8 k -ft Uplift @ Left End 1.67 k Uplift @ Right 1.67 k Vu = Vs ' Factor(s) 10.962 k Vu : Applied 13.59 psi Nu: Axial 9.95 k Mu: Moment 76.73 k -ft vc ' .85 142.347 psi vn:max = 1 300.00 psi psi psi psi psi ■ Bottom Vu 10.96 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu : Actual 76.73 k -ft Bending As Req'd 0.23 in2 In 2 Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise,Conjmon Dsgnr: G.C. Date: 4:05PM, 27 MAY 01 V- Fremont, CA 94538 - Description Ph (510) 445-1000 Scope Bunton Clifford Associates Fax (510) 445-1005 Rev: 510301 Concrete Shear Wall Design User: KW -0602019. Ver 5.1.3, 22 -Jun -1999, Win32 (e) 1983.99 ENERCALC uenerai inrormatton calculations are designed to ACI 318-95 and 1997 UBC Requirements Concrete Weight 145.000 pd Seismic Zone Live & Short Term Load Combined Min Wall As% for Bending Overburden Weight Apprrea i_oaas 4 0.0000 0.00 psf Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 2.580 k 7.000 ft #1 k ft Wall Data Vu : Applied 9.41 psi Bottom Analysis Height 0.00ft Wall Offset ( datum ) ft Wall Length 5.000 ft Wall Thickness 8.000 in fc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 4.000 ft Wall Analysis ' Bottom Vs : Story Shear 2.58 k Ms w/ Lat Right 18.1 k -ft Ms w/ Lat Left 18.1 k -ft Uplift @ Left End 1.92 k Uplift @ Right 1.92 k Vu = Vs ' Factor(s) 3.612 k Vu : Applied 9.41 psi Nu: Axial 4.74 k Mu: Moment 25.28 k -ft vc ' .85 86.392 psi vn:max = 1 300.00 psi psi psi psi psi ■ Bottom Vu 3.61 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu: Actual 25.28 k -ft 2 Bending As Req'd 0.16in2 -.c:- Factors C Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE Job # 01276 4615 Enterprise, Common Dsgnr: G.C. Date: 4:05PM, 27 MAY 01 Fremont, CA 94538' Description Ph (510) 445-1000 Scope Bunton Clifford Associates Fax (510) 445-1005 LRev: 510301 Concrete Shear Wall Design User. 10301 019, Ver 5.1.3, 22 -Jun -1999, Win32 (c) 198399 ENERCALC c:\enerca1c\data\01276.ecw:LAT1 Description WALL 3 Information Calculations are designed to ACI 318-95 Concrete Weight 145.000 pcf Seismic Zone 4 Live & Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 12.690 k 8.000 ft #1 k ft Wall Data Vu : Applied 5.51 psi Bottom Analysis Height 0.00 ft Wall Offset ( datum ) ft Wall Length 42.000 ft Wall Thickness 8.000 in t'c : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 33.600 ft Wall Analysis ' Bottom Vs : Story Shear 12.69 k Ms w/ Lat Right 101.5 k -ft Ms w/ Lat Left 101.5 k -ft Uplift @ Left End k Uplift @ Right k Vu = Vs ' Factor(s) 17.766 k Vu : Applied 5.51 psi Nu: Axial . 45.47 k Mu: Moment 142.13 k -ft vc' .85 142.647 psi vn:max = 1 300.00 psi psi psi psi psi ■ Bottom Vu 17.77 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu: Actual 142.13 k -ft Bending As Req'd 0.10 in2 C O • �i21/12 LACI Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprise CorQmon Dsgnr: G.C. Fremont, CA 95538 Description Ph (510) 445-1000 Bunton Clifford Associates Fax (510) 445-1005 Scope Rev: 510301 Concrete Shear Wall Design User: KW0602019, Ver 5.1.3, 22-Jun•1999, Win32 (c) 198399 ENERCALC Job # 01276 Date: 4:0513M, 27 MAY 01 ueneral Intormation Calculations are designed to ACI 318-95 and 1997 UBC Requirements' Total aHeight eismic Factor Concrete Weight 145.000 pcf Seismic Zone 4 Live 8 Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Applied Loads ' Short Term Lateral Loads... Vertical Loads... Load Heiqht Dead Live Short Term Vertical Horiz. #1 3.190 k 7.000 ft #1 k ft Vs : Story Shear Bottom Analysis Height 0.00ft Wall Offset ( datum ) ft Wall Length 4.000 ft Wall Thickness 8.000 in fc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 3.200 it Vs : Story Shear 3.19k Ms w/ Lat Right 22.3 k -ft Ms w/ Lat Left 22.3 k -ft Uplift @ Left End 4.23 k Uplift @ Right 4.23 k Vu = Vs' Factor(s) 4.466 k Vu: Applied 14.54 psi Nu: Axial 3.79 k Mu: Moment 31.26 k -ft vc' .85 69.342 psi vn:max = 1 300.00 psi psi summary Bottom Vu 4.47 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu : Actual 31.26 k -ft Bending As Req'd 0.24 in2 G O• X02 I/) 2 I Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor ....seismic = ST' : 1.100 psi psi 0.900 UBC 1921.2.7 "0.9" Factor 1.300 psi 0.900 Bunton Clifford Associates Inc. Title: HEALY RESIDENCE 4615 Enterprise•Cprrtmon Dsgnr: G.C. Fremont, CA 94538, Description Ph (510) 445-1000 Scope: BLoton Clifford Associates Fax (510) 445-1005 Rev: 510301 Concrete Shear Wall Design User: 10301 019, Ver 5.1.3, 22 Jun•1999. Win32 (t) 198399 ENERCALC Job # 01276 Date: 4:05PM, 27 MAY 01 ueneral InTormation calculations are designed to ACI 318-95 and 1997 UBC Reouiree Concrete Weight 145.000 pcf Seismic Zone 4 Live & Short Term Load Combined Min Wall As% for Bending 0.0000 Overburden Weight 0.00 psf Applied Loads Short Term Lateral Loads... Vertical Loads... Load Height Dead Live Short Term Vertical Horiz. #1 4.020 k 7.000 ft #1 k ft Wall Data Vu : Applied 16.28 psi Bottom Analysis Height 0.00ft Wall Offset ( datum) ft Wall Length 4.500 ft Wall Thickness 8.000 in Pc : Concrete 2,500.0 psi Fy : Rebar 60,000.0 psi Effective Depth 3.600 ft Wall Analysis , Bottom Vs: Story Shear 4.02 k Ms w/ Lat Right 28.1 k -ft Ms w/ Lat Left 28.1 k -ft Uplift @ Left End 4.73 k Uplift @ Right 4.73 k Vu = Vs ' Factor(s) 5.628 k Vu : Applied 16.28 psi Nu: Axial 4.26 k Mu: Moment 39.40 k -ft vc ' .85 77.418 psi vn:max = 1 300.00 psi psi psi psi psi Bottom Vu 5.63 k Horizontal As Req'd 0.19 in2 Vertical As Req'd 0.12 in2 Mu : Actual 39.40 k -ft Bending As Req'd 0.27 in2 O� �o ZI/12' Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 9 SITE PLAN REVIEW APPLICATION Date: 6- 21- O 1 AP# 0 X11- 2� 0 Permit Number (if applicable) 0 — y -7 APPLICANT INFORMATION Parcel Size: ZO A �- Owners Name: N �'y U V u Owners Address: P o , ao x _S,637 Dr� _D V 1 u:& q S9 4-6 Telephone No.: S 33 — (moi Situs Address: PD7TC ►2 (ZQV (/) 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 ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: JY I • Flood Panel No.: O 2 Index Date: ' 8' ❑ 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: -FR - 20 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 -S C> L Side Side Street Rear d 3 fl Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards 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 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 10 Subdivision Map/Parcel Map:o TG�2 t2 Av N SNQ 26S Su Map Date of Recording: y -"Z 8 - $ 9 Lot: I P:;, ❑ Use Permit/Minor Use Permit Permit Number: Book: 02- Page 2 Date of Approval: IF Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: % DD 10 ❑ 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� gS..-14t -k �T S ra �f>C�-�-FbuNDrfirI.O�J I� tl &M RV A CCbQI-3AJVGG IN I-rH T'H E So L.S S-rott -/, 0 El 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\Building Permit Site Plan Reviewl.doc Page 5 of 5 PLANNING DIVISION -BUILDING PLAN APPROVAL Use: O'' k Date: 6—'Ll Z 0 J Parking: Other: Signature: Landscaping: