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HomeMy WebLinkAbout069-580-031;C NOTES t r PERMIT NO. 1. RESIDENTIAL 069-580-031 01-1833 #'68 HERCULES, OROVILLE, CA ► I NEW SINGLE FAMILY ( ; CONT: OWNER SPECIAL CONDITIONS F RA FLOOD CERTIF!CATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 4' VERIFY 4 USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i G 1 OFFICE COPY f Address GAS Meter By Date MeW By t; Me By �¢ ELECTRIC Meter By Date JOB FINALED (Date) b Z Signature CHECKED BY ./= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except It's Date _ MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. 2. Soils; Special MH Support Sketch _:! Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 1-s 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ -/Amp-Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except It'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 t 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 ,/ = OK 0 = Not OK _ I''ntApd;le RESIDENTIAL = NLTReady'� , Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth (Single & Duplex) 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 Date a , Steel -Wrapped / 8. Pi -Fir ace Fig. -Steel Fall -Fitting -Test -2 Way C/O -Sewer Test Date F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1 earance-Material-Support-Ins. R 14. Gir em-SiU .Anchor Bolts-Joists-Vents-Crippies 15. Access -&-Ventilation Date ELECTRICAL (Permit) OK except #'s aw-fi_xture & Transformer Clearance -Ins. Protection (2*-aec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. p. Ground made up w/Mech Fasteners -Bond Gas & Water 8. 2 Appliance Circuits in Kitchen & Conductor Size GFI 16. Insulation 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral E) Yes ❑ No Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection Date D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Pipe; Sixe & Anchors Vent Fan, Exhaust above insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s aw-fi_xture & Transformer Clearance -Ins. Protection (2*-aec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. p. Ground made up w/Mech Fasteners -Bond Gas & Water 8. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors AtT'Walls Studs -Nailing Spacing & Braces -Plates -Sound L42!9-earing Walls over Girders & Floor Nailing 01�_Draft Stop in Walls (rat proof) C4). Fid Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 4 gars -Post Caps -Anchors -Connectors Cling. Joist.Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. Fireplace 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 G ge Fire Protection Framing Pr perty Line Firewall & Openings Ext. Doors -One T -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection br._Z -ood on Roof Overhang -Attic Vents -Rafter Outriggers Age -Siding -Nailing Veneer Screed -Fd. Vents-Underflr. Access li,�iazing Area - s Protection -Skylights -Plastic 59 h alts; Nailing -Bolts 'r - Q S 60. Brace Interior terior Wall Panels I Vy W &tEA. Insulati n -Walls -Ceilings 62. Infiltration- a Is -Windows Date Card B-1 Date Card B-1 Dates Card B -t Date Card B-1 Date FINAL (Plans) OK except #'s Ext. teps-Door & Sidelight Protection -Landings moke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection f Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa L-elElec. Trim & Subpanel, Breaker Sizes & Labels AQ ag-fi-repiace or Stove, Clearance -Hearth pec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter (?*---'Garage Fire Door; Swing -Landing -Closure .7 ct in Garage -Damper Wir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection ---rr Plb., Elec. & Mech. Equip. Listed for Location A7. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection A.'z9-1nsulation- Foam- Looked in Attic 80Guard Rails & Deck Construction -Post Caps 8 wl Hole Door Drainage & Wood -Earth Clearance Looked under Flogr O Yes .11 82. Following Instld./Drive Z ] No/WalkS s J No/Planters,:) Yes 5;TO 4. A.C. Unit Disconnect, Electrical -Plumbing 5. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 Water Well, Discgr)nect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 0_,� ntilation Throughout House Aa_.Glass Protection 90 ections from a ,ous speciions as eters gge rs ric ater & Sewer Connected -C/O to Grade -HD Approval v 93. Energy Compliance Certificate -Other Certificates 4. 4�ddress Posted Date b ZCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral E) Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 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 Sits Proper Materials & Anchors AtT'Walls Studs -Nailing Spacing & Braces -Plates -Sound L42!9-earing Walls over Girders & Floor Nailing 01�_Draft Stop in Walls (rat proof) C4). Fid Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 4 gars -Post Caps -Anchors -Connectors Cling. Joist.Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. Fireplace 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 G ge Fire Protection Framing Pr perty Line Firewall & Openings Ext. Doors -One T -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection br._Z -ood on Roof Overhang -Attic Vents -Rafter Outriggers Age -Siding -Nailing Veneer Screed -Fd. Vents-Underflr. Access li,�iazing Area - s Protection -Skylights -Plastic 59 h alts; Nailing -Bolts 'r - Q S 60. Brace Interior terior Wall Panels I Vy W &tEA. Insulati n -Walls -Ceilings 62. Infiltration- a Is -Windows Date Card B-1 Date Card B-1 Dates Card B -t Date Card B-1 Date FINAL (Plans) OK except #'s Ext. teps-Door & Sidelight Protection -Landings moke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection f Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa L-elElec. Trim & Subpanel, Breaker Sizes & Labels AQ ag-fi-repiace or Stove, Clearance -Hearth pec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter (?*---'Garage Fire Door; Swing -Landing -Closure .7 ct in Garage -Damper Wir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection ---rr Plb., Elec. & Mech. Equip. Listed for Location A7. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection A.'z9-1nsulation- Foam- Looked in Attic 80Guard Rails & Deck Construction -Post Caps 8 wl Hole Door Drainage & Wood -Earth Clearance Looked under Flogr O Yes .11 82. Following Instld./Drive Z ] No/WalkS s J No/Planters,:) Yes 5;TO 4. A.C. Unit Disconnect, Electrical -Plumbing 5. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 Water Well, Discgr)nect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 0_,� ntilation Throughout House Aa_.Glass Protection 90 ections from a ,ous speciions as eters gge rs ric ater & Sewer Connected -C/O to Grade -HD Approval v 93. Energy Compliance Certificate -Other Certificates 4. 4�ddress Posted Date b ZCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: csr::,�.; r;.•..'�",,, '.iWOU.k ,. ri...' ;•w,,.yiF. •, t+.-._.i-L-�t .. <. ta.--3'�.. t t --� 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 �vs%lC�/-1 x_33 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 completed. If you have any questions pertaining to this matter, or need additional explanation, please con ct s office immediately. 1) Date � Inspector -✓// REV/10/92 s .�.:rr. ..,,�. ..;y.-rr� .a --;���•s�.y��+-^ �.y� .:s-�s,a•� �,-�:.s x..rcwe'."�: •'�::rsq�:»aa++r!r' c 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 6v11NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addr s and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please = _tact this office immediately. 1 Date 7 REV 1 ^ 1 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 0,.- s:; //,::;, r—) /-- / '12-1 33 t� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address apd 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. i Date,/.4 Inspector REV 10/92 Jan 25 02 02:25p LOERKE INSULATION CO.,INC 5300910560 p.1 ,LOERKE INSULATION CO.. IN* �JSULATION CERTIFICATE 1 Ale _._ - _LAY_ -- _8 ountviL497— bdMsion Tot Nom' DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) _ 2, CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville _ Thickness (inches) /.;?- SD �� Thermal Resistance (R -Value) /ems ,Loose Fill Type Fiberglass Brand Name Johns Manville Contractorls rain.. installed wrei hilts s 10 S9 u 9 4.Q—_ib. Minimum Thickness�� inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R -S8 3. EXTERIOR WALL Material...._Fjbelgtass Ralk Thickness (inches) 4. RAISED FLOOR Material Fibergi-ass-Batts Thickness (inches) 5_ SLAB FLOOR l PERIMETER Brand Name Johns Manville n - Thermal Resistance (R -Value). Brand Name Johns Manvllie _ Thermal Resistance (R -Value) Material Brand Nance Thickness __. Thermal Resistance (R - Value) -Perimeter Insulation Depth (inches 6. FOUNDATION WALL Material Brand Name -- --- — Thickness (inches)__ Thermal Resistance (R ldalue)T_ DECLARATION hereby certify that the above insulation was installed in the building at the above location in conformance with 1he curnt pnergy Efficient Standards for residential buildings (Title 24, Part 6, California Code of Regulationsras Indicated on the ertificata of compliance, where applicable. C.L.#499150 /��;�• LOERKE INSULATION CO., INC. Item #s Watuz7ate Insta 1 SubcontractorCo. Name r General Contractor (Co. Name) Or Owner tem „ Signature, Date, u contrac or—Co. Nam Or General Contractor (Co. Name) Or Owner �— Signature, aten i Subcontractor (Co. Larne}O}r— General Contractor (Co. Name) Or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California_ 95965 • Telephone (530) 5 8-7541 PERMIT NO. (Rev.12/96) APPLICATION 4NPERMIT fr ASSESSOR PARCEL NUMBER 069-580-031 ZONING 589-4202 BUILDING PERMIT OWNER 29, RIDGEVIEW LN. OROVILLE CA 95966 TELEPHONE AR 1 OCC. BUILDING VALUATION 'ORSILLO FL-la42--R- �,CONTRACTOR'S .OWNERS MAILING ADDRESS STEVE NAME TELEPHONEGav i,092.00 CONTRACTORS ?"UNG ADDRESS CONSTRUCTION LENDER Fireplace tt tl 09. 00 LENDER'S MAIUNG ADDRESS Total Valuation $ s ARCHITECT OR ENGINEER MICHAEL MOO LICENSE NO. Flln Fee 20.00 Permit Fee ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee BUILDING ADDRESS 68 HERCULES OROVILLE CA Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT(ling Fee 20.00 USEOFSTRUCTURE SF rx Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.006-3-00 Solar or heat pump water heater 23.00 Water piping 15.001 5.0 Each as water heater or vent 15.001 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 15-0 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service ZD.A OR LESS 1 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ull force and effect.q License Class I r'i� OWNER -BUILDER ATION R DECLAR I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A =� 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDS. 2). 3 3.50,T.'71.15 NEW CONST. MULTI -OUTLET NDN•REs,D. @7.50 8 PSINGE OTLET OWERLAPPARAUTUCIR. S 20@''00 Ex, Occup. OUTLET OR FIXTURES SAL @ .50 Ex. Occup.. oimFrs as D.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 114.15 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ''+gomgensatiInsur ce carrier and policy number are: Carrier �Tf�-[ Policy Number - (The above sections need notbe completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 7 of O 1 Signature of Appli ant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling1 9.00 Hood 6.50 Ventilation PERMIT FEP_ $61.00 Mobile Home Installation Fee $ Energy Inspection Fee J$46.00 Occ R_ CONST. TYPE VN TOTAL FEE $ 1380.65 HAZ. _ o ES IMP X FLOOD X CDF X PARCEL PD X X ISS 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 ate O PERMIT EXPIRES ON ate ReceiptNo. 331555Z480.65 WHITE-D.D.S.-B.D. CANARY-ASSE R PINK-INSPECTO L ENROD-APPLICANT OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7.'COUNTY CENTER DRIVE - OROVILLE, CALIFOkNIA, 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: .514,e ve ASSESSOR PARCEL NUMBER: 65- 500— Proposed Building Use: AIlu) S//= Building Inspector: /2 fj Date: �7 —.;P- $ — d At time of permit application, I was kdvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!--------- E16. -------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- Home data and including Tie Down Specifications. of $ +f'6-Gv- - 7 L ------------4f ct fees as shown on the attached schedule.------- :)rnia Department of Forestry plan approval/fees. 1113. Flood elevation certificate.---------------------1�--, -�� 0Y4. Sanitation and plot plan approvalI-40WOHealth Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: O V-, (B) Parking: _ ❑ 18 Contact Land Development about ❑ Improvements, ❑ Drainage, Parcel. -----------12K ------- Encroachment Permit for driveway (construction approval prior to occupancy).-���'-=`-s--------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 244 tter of signature authorization. ---------------------- -------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 6. Letter of intent on building use. -------------------------- -------------------------------------------------------- 0 27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 7-7�a-®fi Q, (Date) 433 A, ❑Grant Deed, /❑ M.H. Title, ❑ Check to H.C.D $ .--------------- Other: ��i P2 #C ------- When you issue the permit, process as follows ❑ Mail to owner, ❑ ail to contractor. ❑Telephone SO 1 a' 0 Z-- and hold for pickup at r� I ` -( office. ❑ Deliver with inspector. STIt u c r- (2 ell I ew TZ -8/0 I P %f .` I Applicant: ��— Date: q—,525 - Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: By: 1. Index permit application for the above items numbered: IT Al Plan Check List ,,p e �2 ' Ad al items required: oP gum ontracto esigner, owner, as advised of thd4bove required data by ❑ phone, ❑ mail, ❑ Building Division counter, by je& Date: 1611 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build* Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Ph , Date: O D Yellow Copy - Department of Development Services, Building Division. KJ COUNTY OF BUTTE . DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER e-- OrS P OPOSED BUILDING USE/ tAJ 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ �44 --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Revised Plan Checking Fee ...................................$ SCHOOL DISTRICT FEES 01- o u t I( e ` kpaid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Commercial (sq. ft.) ...................... 4. URBAN AREA FEES Residential ............................ Commercial (Sq. ft.) ............ Units Sq. ft. _X_ # Units Sq. ft. 5. RECREATION DISTRICT FEES x x $360.00 = $ I x $0.03 = $ Amt. Amt. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLA CHECK. $89.00 (paid at Building Division) 4 1 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 6 5 v '3 I DATE 2 ---?-5—o / RECEIPT # DATE REC. 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. ArrLICANT DATE Z O 1 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) PERMIT NO.: 67-01 Lake Oroville Area Public Utility District . Y 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: October 2, 2001 Applicant: Orsillo Construction Applicant Address: 29 Ridgeview Lane, Oroville, CA Applicant Phone No.: 589-4202 Property Locations(s): 68 Hercules Drive, Oroville Sub Division Lakeridge Village, Lot #89 A, P. No. (s): 069-580-031 Fees due: $3078.89 Capacity Charge $1503.89, Connection Fee $575.00,,Facility Charge $1000.00 Application for service approve LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: mate: By: Date: „SchM District r A.P. Number .�., �-'��e-';a„�r,vt�i ��1?f%}'4�j:`�.v�'�'.'��”J.=:rw.rf'�:��'1:.�'�...�-��9^M"„„f• S��,-',.,�t*+w�.;��,x•wy*:^:.,tiv� �•--nn•,.r.--•� f' iK BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION -FORM (One.form per Building), , Q C p Building Department No. Jurisdiction: city County Property Owner 4- -e -J Ql $ y Property Location/Address �r !J �� C it 4e r' Subdivision "` Lot No. ResidentiaLDevelopment ..................... ........................................................ ....................... ..............: Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' Commercial/Industrial New Addition door Plans reviewed by School District Personnel) District Identification No.�/%f 1578 � % E�YICQ School District certifies that Sq. Footage (Including Exterior Roofed Areas) q -.Y -(9/ Date (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing) square feet. i District Representative Paid by Check # Remarks: OQ-0,5-- by payment of AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from, challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Oct -2001 2001-0045589 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this -acknowledgment to be.recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED Date 10-02-01 State of California County of. BUTTE On 10-02-01 TY STH IAtILOEF R ATTORNEY IN FACT C1 -VIC\ beforeme, DENISE TERRIAH-NOTARY PUBIC personally appeared MARK STEVEN ORSILLO personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. hand and official A.P.#Co—��'© n -11 4116 r . i PARCEL III' LOT 89, AS •SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE" WAS RECORDED IN THE OFFICE OF . ER 2 RECORDER EC09 81 R IN THE COUNTY 8.5 NOF WHICH MAP ON'OCTOBER OF BUTTE, STATE OF CALIFORNIA, MAPS, AT PAGE (S) 11, 12, 13, 14 AND 15. THEREFROM ALL MINERAL INTERESTS AND RIGHTS IN THE EXCEPTING T EXCEPTING THE TOP 500 FEET THEREOF AND Y TO PROPERTY OF WHA'T'EVER KIND, ACE OF RF THERE SHALL BE NO RIGHT OF ENTRY ON THE SRVED IN DEED CRECORbEDTNLY EXTRACT ANY SUBSTANCES THEREFROM AS OFFICIAL RECORDS. 29, 19801 IN BOOK 2536, PAGE 363,. APN 069-580-03.1-000 r,• PRO#CT PROCESSING RE@ORD APPLICANT: OWNER: PERNIIT #: _ A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP Li IMIREFAMMIJ i w c August 20, 2001 Steve Orsillo 29 Ridgeview Lane Oroville, CA 95966 11 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-580-031 Building Permit Number: 01-1833 This office reviewed building plans for the permit application referenced above. Your complete and clear response will expedite approval of this project. A plan check has NOT been done. QQ yEAtl 1. Your plans obviously were once used for a master. They are for house "X' and house B"'�- t` We do not allow this type of plans to be used for masters anymore, nor for individual houses. Your plans must reflect only what is being built and everything not applicable to this house must be removed from the plans. Please submit new plans. 2. The truss layout does=Z- atch either roof framing plan, (A or B). Provide a new roof - framing plan also. , 3. -,Please provide calculations from Mike Moo y. . 4�Please,provide a letter from Mike Mooney=that lie•has'•reviewed,the.trus-se .5. Your energy calculations are no longer valid. Please provide new _calf ulations for this house �/1, using an approved computer member. N^1/ 61YU -5 X,4"�Z I 6. You must comply with SRA requirements on both sides of the house. Please indicate which mitigating items you plan to use. / Sincerely, izVI Linda Simpson Plans Examiner 1 of 1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY 'Owner: r9c��il j Building Permit Number: bl -/Y . Plans Examiner: Cll - ?/a : A. P. Number: GENERAL: _ Zoning requirements — (number of permitted living units). ' Plans signed by the designer. Proper description of work on the application. —Existing violations on the property. i Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on arcel Map: Noise ❑ SRAW Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route anor Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ' Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath bedroom (Uniform Plumbing Code section 509.0). 10. uel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). ,?' Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient si*rd support all loads (Uniform Building Code section 1806.3). S RUCTURAL DETAILS: 1. /Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must bein lune or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building l/ that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,eY Clerestory requiring balloon framing and/or engineering. lam' Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. q�.t V, Roof construction details complete enough to construct building. (J Fireplace construction details and calculations if necessary. r 6 19( Garage door header size(s). 1 . Porch header size(s). . Typical header size(s). Stud heights. —W. High expansive soil — special foundation design required. Retaining walls requiring design XT Gypsum wallboard nailing inspection required. I jb. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction .design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be .designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). • Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 1Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12 Energy design compliance and supporting documentation. CDF responsible area requirements. UILDING PERMIT REQUIREMENTS: I. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. y 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 ru", .... .... .... August 20, 2001 Steve Orsillo 29 Ridgeview Lane Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-580-031 Building Permit Number: 01-1833 This office reviewed building plans fur -the permit application referenced above. Your complete and clear response will expedite approval of this project. A plan check has NOT been done. 1. Your plans obviously were once used for a master. They are for house "A" and house `B". We do not allow this type of plans to be used for masters anymore, nor for individual houses. Your plans must reflect only what is being built and everything not applicable to this house must be removed from the plans. Please submit new plans. 2. . The truss layout does not match either roof framing plan, (A or B). Provide a new roof - framing plan also. 3. Please provide calculations from Mike Mooney. 4. Please provide a letter from Mike Mooney that he has reviewed the trusses. 5. Your energy calculations are no longer valid. Please provide new calculations for this house using an approved computer member. 6. You must comply with SRA requirements on both sides of the house. Please indicate which mitigating items you plan to use. Sincerely, Lin a Simpson Plans Examiner 1 of 1 MICHAEL MOOAf S A MADRONE A vE. CIVIL ENGINEER . OROWLLE, CA 95966 RCE 20647 (916) 533-2131 City of Oroville April 5, 2000 1735 Montgomery Street Oroville, CA 95965 Re: Calle Vista Estates Plan 1372 2 and 3 car garage Orsillo Construction I have reviewed Plan 1372 for conformance with the 1997 lodes. By inspection this plan is an Engineered plan. The major difference in lateral analysis between the 94 and 97 codes is the seismic factor .increases from 0.1031 to 0.117. It is my opinion that wind load will control lateral analysis and that analysis will be the same (as is shown on the plans). Shear loads in excess of 350 pounds per foot require 3x framing at panel edges and special anchor bolt consideration. The shearwall schedule as shown on the plans does not indicate shear values greater than 290 lbs. per ft.. The plans have been revised to reflect additional requirement for 2" x 2" x 3/16" washers on the anchor bolts. Shear transfer details have been added for gable end and typical framing. L a Footing supporting "E" trusses is not detailed on the plans. Added a footing detail to accommodate loads assuming 1000 psf. soils. Detail 5/3 revised to comply with Table 23 -II -G ' Thank you for your consideration. Yours, ki-wi Michael Mooney Expires 9-30-01 MICHAEL M OONE Y CIVIL ENGINEER RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re:- Truss calculations Steve Orsillo 1372 3 car 5 A MADRONEAVE. OROVILLE, CA 95966 (916) 533-2131 September 17, 2001 I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been"revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, res 9-30-01 Wind Loads P = Ce Cq q I where Exposure B Ce 70-62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof. q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V = 2.5 Ca I W / 1.4 R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing QROFE 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. . 76 VIL O \p' IJUTF6 CUUN ► ; °F CALIF BOILDING DEPARI rim APPR Vin F/[ -E- Cw/pY MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-08-146 Page 1 .Job Name Steve Orsillo 1372 3 car garage �� Date 9-17-01 Analysis UBC 1997 . Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. , Wall ' Plywood .1.5 Framing 1.5- .5- 1/2 1/2 gyp 2.5 Insulation 1.0 8 psf. Floor Slab 50.0 40 psf. Wind Loads P = Ce Cq q I where Exposure B Ce 70-62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof. q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V = 2.5 Ca I W / 1.4 R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing QROFE 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. . 76 VIL O \p' IJUTF6 CUUN ► ; °F CALIF BOILDING DEPARI rim APPR Vin F/[ -E- Cw/pY cn � T O N � D • '0 z m O r O D ' n n V N r 2 D O cn D ` NN -�I A . lG c� m —i c O c r 0 N < z (D .m� .D o n r G) cn � w 00 O N c D m < D N r 2 D O!nmz � D fn D < 0 c� m —i O c < z c 35-8 39-8 j), - \ •il _ U 02S l x,1,0 I��?`Z -S// 6, lZ.Yc oa I21 C Z�) �- 4. W 2-952 x 4-,So 2 0,41 w M o sLss M-Lr- v.s --.7- 09 LQW-tStZ (! ) I. ��IC 1 Ali UKIeF ,gym tm o UU-P 2aI xZ Y, q32-t-2 k*-)!� k3�-� A �� d MAY. C31 .C�U��Ue�lc�_ 3�- 7- Ad (61, Ib 1�,l 1 J t..J" P PW�JD(Ob t -26 Uldll, (41 kt�j-o Wsaq,s I x[2 4-t D2�. aa:2- -z 6,6D _ W-2 642 1y q�0,ZT�o -2,26� zo� G'1 f 2 d -t o co? _kis C4) MsYm12W- ' 04) MIONA. f1J� t�i;llk p C21 AAraoo m�5 ism &:�C. LOW , LUX -L 3? - 2ZZ.S�vv Z�-1-a►� n MICHAEL •MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-08-146 Page �� Job Name Steve Orsillo 1372 3 car garage Date - 9-17-01 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 8 psf. Floor Slab 50.0 40 psf. Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I =.1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. BUTTE COUNT T BUILDING DEPARTMLN APPROYEP 9/�1 0i Pfd 0 N D XF Z 0r--' 0 0 W . � N N 0 W' l�J r- 0. 0. m 0 n r- 0 C- U1 -n W W W O D NC —L v C/) r, < -nD Cl)< m N r O m m Z o ;o c D - D < n 0 ;1 C W ;o Z < 0 0 5-U 35-8 E 3. 39-8 ►3�s IZ'lf LSI � rzav L+� awss . . CA) ln�m C� 13'12-3C/�CC 3/8 C31 AITOX� L A&Y)CS) j _C4)-- .����. RIP(-�-- I4y_ tt-&LC MICHAEL MOONEY CIVIL ENGINEER RCE 20647 r 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/14/01 Page: 4/o GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 10.00 ft Beam Width = 3.500 in Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 95 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 476.0 # LL = 448.0 # at 2.00 ft Point Load: DL = 476.0 # LL = 448.0 # at 4.00 ft Point Load: DL = 476.0 # LL = 448.0 # at 6.00 ft Point Load: DL = 476.0 # LL = 448.0 # at 8.00 ft SUMMARY USING 3.500 x 11.250 Beam, Bending = 76.51%, Shear = 60.82% . Max. Pos Mom @ 5.00 ft= 5.66 k-ft Shear: Max. @ Left = 1.90 k Reactions... DL Maximum Max. Neg Mom @ 10.00 ft= 0.00 k-ft ....used for dsgn = 2.84 k Left = 1.00 k 1.90 k Max @ Left. = 0.00 k-ft ....Area Req'd = 23.95 in2 Right = 1.00 k 1.90 k Max @ Right = 0.00 k-ft Max. @ Right = 1.90 k Max. Allow Moment = 7.40 k-ft ....used for dsgn = 2.84 k Deflections... fb : Max. Actual = 920.6 psi ....Area Req'd = 23.95 in2 Center = -0.08 in -0.15 in Fb : Allowable = 1203.1 psi fv : Max. Actual = 72.22 psi ....Dist = 5.00 ft 5.000 ft Fv : Allowable = 118.8 psi ...L/Deft = 1477 776 Ck = .811(E/Fb)'.5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 6.71 Bearing Req'd @ Left = 0.83 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.83 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 TO M In T Iii T Iii T NIT r-111 r-11 r-11T - vltf GIJ GIJ GIJ G*�J --•-• ---- - r T t t r �� _ - _,- V4.4C1 (c) 1983-96 ENERCALC IMICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131. Date: 09/14/01 GENERAL TIMBER BEAM DESIGN 1 q � Page: SPAN DATA BEAM DATA mti Timber Section Left Cantilever = End Fixity Pin:Pin Beam Width = 3.500 in Elastic Modulus = 1600000 psi Beam Depth = 11.25 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.25 Fb - Bending = 875 psi Beam Wt. is Added to Loads tl i Fv - Shear = 95 psi End Shear Calc'd at Support = 0 Fc - Bearing = 650 psi = 0.00 in ul� ul., ulu • APPLIED LOADS Point Load: DL = 708.0 # LL = 667.0 # at 1.00 ft T Point Load: DL = 708.0 # LL = 667.0 # at 3.00 ft Point Load: DL = 708.0 # LL = 667.0 # at 5.00 ft 1 SUMMARY USING 3.500 x 11.250 Beam, Bending = 47.02%, Shear = 67.09% Max. Pos Mom @ 3.00 ft= 3.48 k -ft Shear: Max. @ Left • = 2.09 k Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.14 k Max @ Left = 0.00 k -ft ....Area Req'd = 26.42 in2 Max @ Right = 0.00 k -ft Max. @ Right = 2.09 k Max. Allow Moment = 7.40'k -ft ....used for dsgn = 3.14 k fb : Max. Actual = 565.7 psi ....Area Req'd = 26.42 in2 Fb : Allowable = 1203.1 psi fv : Max. Actual = 79.67 psi Fv : Allowable = 118.8 psi Ck = .811(E/Fb)'.5 = 31.02 Cs = (LeD/B-2)-.5 = 6.71 Bearing Req'd @ Left = 0.92 in Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.92 in Page: SPAN DATA (n ti mti rnA Left Cantilever = I-II W �+I W vIW • Al.w Al.w Al.n Le : Left Cant. = 1 1 1 = 3.00 ft I ul■ I oil I ilo 2250 tl i tl i tl� ...L/Deft = 0 0 Right = 0.00 in ul� ul., ulu 0 V T T 1 T T 1 1 I 1 I 1 L 1111 1 1 j V.VV j Page: SPAN DATA DL Center Span = 6.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACEDLENGTHS Deflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 1.09 k 2.09 k Right = 1.09 k 2.09 k Deflections... Center = -0.02 in -0.03 in ....Dist = 3.00 ft 3.000 ft ...L/Deft = 4316 2250 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 r 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Date: O9/14/01 Page: GENERAL TIMBER BEAM DESIGN 2 BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 8.67 ft Beam Width = 3.500 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 708.0 # LL = 661.0 # at 0.17 ft Point Load: DL = 708.0 # LL = 667.0 # at 2.17 ft Point Load: DL = 708.0 # LL = 667.0 # at 4.17 ft Point Load: OL = 708.0 # LL = 667.0 # at 6.17 ft Point Load: DL = 708.0 # LL = 667.0 # at 8.17 ft SUMMARY USING 3:500 x 12.000 Beam, Bending = 29.09%, Shear = 62.56% Max. Pos Mom @ 4.16 ft= 6.72 k -ft Shear: Max. @ Left = 3.61 k Reactions... DL Maximum Max. Neg Mom @ 8.67 ft= 0.00 k -ft ....used for dsgn = 5.42 k Left = 1.88 k 3.61 k Max @ Left = 0.00 k -ft ....Area Req'd = 26.27 in2 Right = 1.75 k 3.35 k Max @ Right = 0.00 k -ft Max. @ Right = 3.35 k Max. Allow Moment = 23.10 k -ft ....used for dsgn = 5.03 k Deflections... fb : Max. Actual = 959.8 psi ...'.Area Req'd = 24.37 in2 Center = -0.05 in -0.10 in Fb : Allowable = 3300.0 psi fv : Max. Actual = 129.02 psi ....Dist = 4.33 ft 4.335 ft Fv : Allowable = 206.3 psi ...L/Deft - 2056 1073 Ck = .811(E/Fb)' .5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 7.07 Bearing Req'd @ Left = 1.59 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1.47 in Right = 0.00 in 0.000 in ...L/Defl = O 0 vwi ulil unil irwi Cnol Al.n M,n Al.n Al.n Al.n • Iv �.. Iv Iv Iv ' ' m ' H: a 0:0 a: n oil n i a - - I- LjIJ I...J LIIJ LIIJ LIIJ ..... _.. _-_.. .. ..._.. T T l l - - 1 l will I -••.�• I . V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 09/14/01 GENERAL TIMBER BEAM DESIGN [(2 uunnnnnnnnnnnnnnnnnnnnnununnnnnnuunnnnnuunwnnnnui II1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111 11111 + a 1 1C OC 1 IU.LJ 1 Page: SPAN DATA BEAM DATA Center Span = Timber Section Left Cantilever = End Fixity Pin:Pin Beam Width = 3.500 in Elastic Modulus = 1800000 psi Beam Depth = 12.00 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Left Fv - Shear = 165 psi End Shear Calc'd at Support = 0 Fc - Bearing = 650 psi = 0.00 in 0.000 in ...L/Deft = 0 APPLIED LOADS Uniform Load @ Center Span: DL = 153.0 plf LL = 144.0 plf SUMMARY USING 3.500 x 12.000 Beam, Bending = 43.90%, Shear = 43.22% Max. Pos Mom @ 8.12 ft= 10.14 k -ft Shear: Max. @ Left = 2.50 k Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.74 k Max @ Left = 0.00 k -ft ....Area Req'd = 18.15 in2 Max @ Right = 0.00 k -ft Max. @ Right = '2.50 k Max. Allow Moment = 23.10 k -ft ....used for dsgn = 3.74 k fb : Max. Actual = 1448.6 psi Area Req'd = 18.15 in2 Fb : Allowable = 3300.0 psi fv : Max. Actual = 89.15 psi Fv : Allowable = 206.3 psi Ck = .811(E/Fb)'.5 = 19.87 Cs = (LeD/B-2)".5 = 7.07 Bearing Req'd @ Left = 1.10 in Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1.10 in uunnnnnnnnnnnnnnnnnnnnnununnnnnnuunnnnnuunwnnnnui II1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111 11111 + a 1 1C OC 1 IU.LJ 1 Page: SPAN DATA DL Center Span = 16.25 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS beflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 1.33 k 2.50 k Right = 1.33 k 2.50 k beflections... Center = -0.28 in -0.53 in ....Dist = 8.12 ft 8.125 ft ...L/Deft = 691 367 Left = 0.00 in 0.000 in ...L/Defl = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 XtgQ,� �C�yT U CD Ro- (2 SITE PLAN REVIEW APPLICATION Date: 7- 30 - Q 1 Permit Number (if applicable) OI _ i(9 33 ALP# X69 - S 80 - 031 APPLICANT INFORMATION Parcel Size: 2-1 A L Owners Name: Owners Address: �i Q1 o &-GV / 61i✓ LhJ - 0Q.6yt L -Le qS,9 �; 10 Telephone No.: Situs Address: 6�j 1-,+�12G is La S ProposedUse: Residential ®'New'w 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) a Approved ❑ Conditionally Approved ❑ Resolve. Problems Prior to Approval IN Site Plan Stamped Approved By " I— r Date _7`20-01 Pagel 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) ❑ I00 -Year Flood Plain: (See attached) • Flood Zone: 1Y I • Flood Panel No.: 08 Z5 e—, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A R - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. x • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 'So Side D 3 0 Side Street Rear D 3 C) Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. x • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement F-1 NorthOroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance DObtain a Merger ' . ❑ Obtain a Lot Line Adjustment El 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 K Subdivision Map/Parcel Map: LAkE Q*) IC) (,-- S V1 LLP�,C-C Map Date of Recording: i0- a i ❑ Use Permit/Minor Use Permit Permit Number: s Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: rj A\ ❑ 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 Summary of Specific Requirements: TJdNC . t This information provided in this summary is based on thO 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 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Paae 1 CF -1R Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 Project Address......... LOT 89 HERCULES AVE. ******* --------------------- OROVILLE *v6.01* ................. _.._...__.._..___.._._._...._._.___.-_-.._. Documentation Author... WILLIAM H. FOX ******* i Bu,'1,din� Permit # Fox Company ...._._.....__....__/ ........................... 3995 Olive Hwy. Plan Check / Date ; Oroville, CA 95966 ....... _... _.................................... 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM CF -1R User##-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1372 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14 % of floor area Average Glazing U -factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.39 Average Ceiling Height.,... 8.6 fit BUILDING SHELL INSULATION -------------------- Component Frame ,Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------------------------------... Wall Wood R-13 R-0 R-13 0.088 GARAGE, OUTSIDE Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 S1abEdge None R-0 R-0 F2=0.510 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ --------------------------=-------- ----- Window Front (NE) /12.0 0.350 0.350 Standard Standard Yes Window Front (NE) ✓ Yes 0.0 0.370 0.390 Standard �PI Window Left (SE) � 21__Q_ 0.370 0.390 Standard ��� � None Window Back (SW)y;' 17.5,' 0.370 0.390 Standa r r ,.. Yes Window Back (SW) ""v`5""0 0.370 0.390 Sta�,,► `� S n r F Yes Window Back (SW) x7.5.0 .,10.370 0.390 Sta�r� �Snrd Yes Window Back (SW) V-1.5.0 X0.370 0.390 Stan&arr Standard Yes Door Back (SW) x,.33.0 0.350 0.350 Standard Standard None Window Right (NW)1.060 0.670 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL•, Energy Size Page 2 CF -1F Project Title.......... Duct SPEC. HOME Efficiency Date..09/19/01 14:06:22 MICROPAS6 v6.01 File-ORS1372 ------------------------------------ Wth-CTZ11S92 Program -FORM CF -1R ---- ---, ------------------------------------------------------------------------------- 10.00 SEER User#-MP1809 R-4.2 User-Fox'Company No Run -HOUSE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) Factor SHGC Shading Shading Fins Window Right (NW) ----- ------ `� 6,0 ------ 0.370 0:390 --------------- Standard -------------- Standard ----- None Window Right (N) x/10.0 0.370 0.390 Standard Standard None Window Front (E) v10:0 0.370 0.390 Standard Standard None Window Left (S) ;/10.0 0.370 0.390 Standard Standard None Window Back (W) 1/10.0 0.370 0.390 Standard Standard None Equipment Type ------------ Furnace ACSplit SLAB. SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1372 HVAC SYSTEMS Tank Type Heater Type ------------ ----------- Storage Gas WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 ' REMARKS Thermostat. Type Setback Setback Tank Refrigerant Energy Size Tested ACCA Minimum Charge and Duct Duct Duct Manual Efficiency Airflow - Location R -value Leakage D 0:800 AFUE n/a Attic R-4.2 No No 10.00 SEER No Attic R-4.2 No No Tank Type Heater Type ------------ ----------- Storage Gas WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 ' REMARKS Thermostat. Type Setback Setback Tank External Energy Size Insulation Factor (gal) -------- ------ R -value 0.62 40 ---------- R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL.. Page 3 CF -1F Project Title.......... SPEC. HOME Date..09/19/01 14:06:2 -MICROPAS6 v6.01 ..File-ORS1372 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run -HOUSE ------------------------------------------------------------------ COMPLIANCE STATEMENT -------------------- This certificate of cbmpliance.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.... STEVE ORSILLO Company. ,ORSILLO CONSTRUCTION Address.'26 RIDGEVIEW OROVILLE CA. 95966 Phone... 530-589-4202 License. B-542034 Signed.. ENFORCEMENT AGENCY Name.... ...................................................... _.............. Title... ............................................................................. Agency................................................ _.......... Phone.-.. Signed.. ......................... (date) DOCUMENTATION AUTHOR Name.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy. Oroville, CA 95966 Phone.,. 530-533-2730 Signed..'/ .. • ........... �(d t•e ) MANDATORY MEASURES CHECKLIST: RESIDENTIAL.. Page 1 MF -1F -------------- Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 Project Address........ LOT 89 HERCULES AVE. ******* --------------------- OROVILLE *v6.01* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3,995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------- MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM MF -1R . User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless. of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements listec on the Certificate of Compliance. When this checklist is incorporated into the permit' documents, the features noted shall be considered by all parties aE 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 IR -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 0.3%, water vapor transmission rate no greater than 2.0 Perm/inch. .-....._.._._....._ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ............. 1.16-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all. joints and penetrations caulked and sealed. ..... _.................. .............................. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ............... _.... _....... .............................. 150(f): Special infiltration barrier -installed to comply with Sec. 151 meets Commission quality standards. .150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1F Project Title........... SPEC. HOME Date..09/19/01 14:06:2; MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run -HOUSE ._----------------------------------------------------------------------------- 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 with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank: *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely -in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be�used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 1.14: Pool and Spa Heating Systems and Equipment 1. 'System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1F Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MICROPAS6 v6.01- File-ORS1372 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809- User -Fox Company Run-HOUSE ------------------------------------------------w-------------------------------- 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: Nan -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for -general lighting in kitchens shall have lamps with•an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec.'150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD'SUMMARY Page 1 C -2F Project Title Title........... SPEC. HOME Date..09/19/01 14:06:22 Project Address.......'. LOT 89 HERCULES AVE. *******---------------------. OROVILLE *v6.01* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company , 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966' 530-533-2730 Field Check/ Date Climate Zone........... 11 ---------------------- C -------------------.. Compliance Method.....: MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------ ------------------=--------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = ---------- Space Heating.......... 18.98 18.24 0.74 = ` Space Cooling.......... 10.31 13.32 -3.01 = ` Water Heating.......... 16.78 13.98 2.80 = = Total 46.07 45.54 0.53 = _ *** Building complies ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1372 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 60 deg (NE) 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 11774 cf 1372 sf 14 % of floor area 0.4 Btu/hr-sf-F 0.39 8.6 fit COMPUTER METHOD SUMMARY Page 2 C -2F Project Title........... SPEC. HOME Date..09/19/01 14:06:22 MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM -C-2R - - ---- User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- Floor # of Area ..Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type -------------- ------------ ----- ------- ----------- HOUSE Residence 1372 117,74 1.00 Yes Setback Area Surface (sf) HOUSE Vent 1 Wall 194 2 Wall 16 3 Wall 71 4 Wall 264 5 Wall 254 6 Wall. 15 7. Wall 185 8 Wall 16 9 Wall 80 10 Wall 8 11 Wall 8 12 Wall 8 13 Wall 8 14 Roof 1372 15 Door 20 16 Door 18 Surface ------------ HOUSE 17 S1abEdge 18 S1abEdge Vent Vent Height Area (ft) (sf) 2.0 Standard Air Leakage Credit No OPAQUE SURFACES ---------------- U- , Insul Act Solar Form 3 Location/ factor R-val Azm Tilt Gains Reference Comments ----- ----- --- ---- ----- ------------ ---------------- 0.088 13 0.088 13 0.088 13 0.088 13 0.088 13 '0.088 13 0.088 13 0.088 13 0.088 13 0.088 13 0.088 13 0.088 13 0.088 13 0.025 38 0.330 0 0.330 0 60 90 No W.13.2X4.16 60 90 Yes W.13.2X4.16 60, 90 Yes W.13.2X4.16 150 90 Yes W.13.2X4.16 240 90 Yes W.13.2X4.16 240 90.Yes W.13.2X4.16 330 90 Yes W.13.2X4.16 330 90 No W.13.2X4.16 330 90 Yes W.13.2X4.16 15 90 Yes W.13.2X4.16 105 90 Yes W.13.2X4.16 195 90 Yes W.13.2X4.16 285 90 Yes W.13.2X4.16 n/a 0 Yes R.38.2X4.24 60 90 Yes None 60 90 No None GARAGE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE GARAGE OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE Attic Solid Wood Solid Wood PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 149 0.760 R-0 No 28 0.510 R-0 No COMPUTER METHOD SUMMARY Page 3 C -2F Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 ----------- MICROPAS6-v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User-F.ox Company Run-HOUSE ------------------------------------------------------------------------------ Area Orientation' (sf) -------------------- -- ----- HOUSE FENESTRATION SURFACES --------------------- U_ ------------------U- Act Exterior Shade Interior Shad(: factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- --- -------------------------------.. 1 Window Front (NE) 12.0 0.350 0.350 60 2 Window Front (NE) 20.0 0.370 0.390 60 3 Window Left (SE) 21.0 0.370 0.390 150 4 Window Back (SW) 17.5 0:370 0.390 240 5 Window Back (SW) 3.0 0.370 0.390 240 6 Window Back (SW) 15.0 0.370 0.390 240 7 Window Back (SW) 15.0 0.370 0.390 240 8 Door Back (SW) 33.0 0.350 0.350 240 9 Window Right (NW) 9.0 1.060 0.670 330 10 Window Right (NW) 6.0 0.370 0.390 330 11 Window Right (N) 10.0.0.370 0.390 15 12 Window Front (E) 10.0 0.370 0.390 105 13 Window Left `(S) 10.0 0.370 0.390 195 14 Window Back (W) 10.0 0.370 0.390 285 Area Surface (sf) HOUSE 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 90 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 OVERHANGS AND SIDE FINS ----------------------- ----Window -- ------Overhang----- ---Left Fin--- ---Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hghi 1 Window 12.0 2.0 2 Window 20.0 4.0 4 Window 17..5 3.5 5 Window 3.0 3.0 6 Window 15.0 3.0 7 Window 15.0-3.0 2.0 6.0 15.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0.. 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 1.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 2.0 0 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 1372 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809. User -Fox Company Run-HOUSE ------------------------------------------------------------------------------ HVAC SYSTEMS • ------------ Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ------------------------------- R -value ------- Leakage --------- D -------- Eff HOUSE , ----- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.73; ACSplit 10.00 SEER No Attic R-4.2 No No 0.64 WATER HEATING SYSTEMS Number Tank External : in Energy Size Insulatior Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R- n/a REMARKS 11 HVAC SIZING Page 1 HVAC Project Title.......... SPEC. HOME Date..09/19/01 14:06:22 Project Address........ LOT 89 HERCULES AVE. *******--_------------------_ OROVILLE *v6.01* Documentation Author ... WILLIAM H. F O X *******..._......___._...._.._.._....._..--_.---.--....__......................._.. - Building Permit # , Fox Company , 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone..... 11 ---------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. - MICROPAS6 v6.01 File-ORS1372 Wth-CTZ11S92Program-HVAC SIZING - User#-MP1809 User -Fox Company Run-HOUSE ---------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude...... ............. Winter Outside.Design...... Winter Inside Design....... Summer Outside Design...... Summer•Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1372 sf 11774 cf Front Facing OROVILLE RS 39.5 -degrees 30 F 70.F 104 F 78 F 37 F No No No 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- 60 deg (NE) Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque'Conduction and Solar...... 10937 4069 Glazing Conduction......... .... 3047 1980 Glazing Solar ..................... n/a 4979 Infiltration ..................... 6697 2750 Internal Gain .................... n/a 2550 Ducts ............................ 2068 1633 Sensible Load .................... 22748 17961 Latent Load ...................... ----------- n/a 5388- Minimum Total Load 22748 ----------- 23349 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.