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Home My WebLink About041-660-001041-66-0-001 00-0691 BPEM ALTHOFF, Charles/Shirley 3421 Sunview Road, Paradise (new S/F) We chel Const ,&IAI 4-) /.00 (;IAA- RESIDEPITIAL PERK T 041-66-0-001 -- 00-0691 BPEM ' ALTHOFF, Charles/Shirley 3421 Sunview Road, Paradise (new S/F) Welchel Const SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS ---- -- 7 OFFICE COPY ` Address II GAS Meter BgR Date ELE Meter BDate® 4 JOB FINALED (Date) / Signature ./ = OK 0 = Nbt OK * = Not Applicyable MOBILE HOMES 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./ /'LPG r ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect -2. 8. Utility Clearance Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rttrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 11. Light Niche r 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector - Card B-1 Date Card B-1 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 r ' 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-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (Single & Duplex) , OK except #'s Date /FRAMING (Continued) tents -Flood -Slope . H rs-Post Caps -Anchors -Connectors ' (YFt ain; Soils-Elec. Grnd.-/ r Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth orches & Decks; Soils -Steel-/ r Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped r8. emwalls, Garage; Steel-Blockouts-Wrapped 613-�old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9 D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Vater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground enums & Ducts; Clearance -Material -Support -Ins. rd rs-Sills-Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation nsulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date ater Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings & Anchor -Nail Protection $0:' Shower Pan; Test, First Floor -Tub Access 21. Tes!,Tub & Shower, Second Floor -Tub Access C. Ducts Insulation & Support as Pipe; Sixe & Anchors ant Fan; Exhaust above insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s 39,ptrc Fixi Transformer Clearance -Ins. Protection Elec eceptacles Spacing -Lights & Switches at Doors ize Res & No. of Conductors Stapled om stalled Close to Edge of Studs & C.J. Date q Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 Appliance Circuits in Kitchen & Conductor Size GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AkOven Circ. / / ga Cu or Al Insulated Neutral 0 Yes O No F MING (Permit) OK except #'s Service -Riser Conductors & Ground Main Disconnect 3 Equip. Clearances Panels-Motors-Mech. Equip. 33. othes Closet Light -Shower Light -Spa Light all Studs -Nailing Spacing & Braces -Plates -Sound moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support ant Fan; Exhaust above insulation 3L- Gdensate Drain & Overflow, Size & Grade 38. Furna en ccess-Comb. Air -Return Air Vent 115 outlet 39,ptrc Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s 4 is per Materials & Anchors 4 all Studs -Nailing Spacing & Braces -Plates -Sound 4 e Walls over Girders & Floor Nailing Dr top in Walls (rat proof) r tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearina 4i_Clin 6isf--Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 4 i ace Ties or Type A Flue -Fireplace Throat Clearance 4 . Atti ess; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdr indows or Exiting Doors -Sill Ht. & Dimensions 51. -: "Gar Protection Framing 5 Pro ne Firewall & Openings Ue-S1. rs-One 3' -Check Garage 3rd Story, 2 Exits 5 to th-Headroom- Rise- Run -Landing -Fire Protection 55!Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 . g Area -Glass Protection -Skylights -Plastic S alts; Nailing -Bolts Brace Interior/Exterior Wall Panels 1. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card Date Card B-1 Date Of Card BW Date Card B-1 Date �r55f�-- / AL (Plans) OK except #'s 63/ Ext. Steps -Door & Sidelight Protection -Landings 614. Smoke Detector 5. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6V Bedroom Exiting 47. G.F.I. & Bath Fixtures & Tub Access -Spa 6t/ Elec. Trim & Subpanel, Breaker Sizes & Labels 69/Stairs & Rails 0- Fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. 7/? Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7,y Elec. Outlets & Receptacles at Kit. Counter 4 Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper 71. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 7/ Plb., Elec. & Mech. Equip. Listed for Location 7 . Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 Insulation -Foam -Looked in Attic Sd Guard Rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked and r Floor O Yes Following Instld./Drive J Yes ] No/Walks F_ es 0 No/Planters 0 Yes tNo Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings GPater Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates 9Y Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: t INTER DEPARTMENTAL MEMORANDUM Ob a (o f TO: BUILDING DIVISION�J, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: - / ' OT-) RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: C. AWwFF SEPTIC: WELL: AP#: ()4-1 - (o&O - 00 1 ADDRESS/LOCATION: F ya / SG(,wl ax) Comments: GL/memos/releasehold COUNTY OF BUTTE BUILDING DIVISION, DEPARTMENT OFIbEVELOPMENT SERVICES 411 Main Street * Chico, CA 530) 891-2751 7 County Center Drive * Oroville�d'*- (5-530�) 538-7541 CORRECTION NOTICE 4&4Z 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 contact this office immediately. Date /7/- Inspector REV 10/02 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS V\&"OT �(� � � ��` `, yr1 ' '� 4 v, k� ' M ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS , R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INS T LED APPLIED T CSS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS 13 3s 3g �o2,I1a -914 KNEE WALLS IF R-VALfJE IS O HER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIF T A. INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDAR SAND REGULATIONS. • SI NATURE-INSUL ION ONT TOR TITLE MANAGER DATE SIGNATURE -GENERAL ON RA TOR TITLE DATE REMARKS: SIC -303 BUILDER COPY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. / (Rev. 12196) - APPLICATIbN AND PERMIT BD -- 06 ASSESSOR PARCELNUMBER 041-66-0-001. ZONING BUILDING PERMIT OWNER CHARTES ANT) SHIRLEY ALTHOFF TELEPHONE 87 SO. FT. OCC. BUILDING VA ON 109, 1344 OWNERS MAILING ADDRESS P 0 RON 1'114 PARADISE CA 99967 f CONTRACTOR'S NAME WRLM4FT, CONSTRUCTION TELEPHONE 262 C 3406 In 560 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $97 sng ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 737.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 479.35 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 3421 SUNITIEW ROAD, PARADISE $ PERMIT FEE $ LAT NO. 5 M,AIN OAKS SUBDNIS MMAIN PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 11 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.0 .00 Each gas water heater or vent 15.0015.00 TYPE OF WORK . New INXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.0015.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLAS. s0 n 3.5¢,, 98.35 NoµA°ESIOT. MULTI.OUTLET @7,50 POWER APPARATUS a sINGLE oLrtLEr CR. Ex. Occu OUTLET OR FIXTURES 20 p 1.00 SAL o .s0 FIXOR Ex. Occup. OUTIEDTS APP EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 141.35 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of -a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to. workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 4.�0 Signature of App' n ��Owne, ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating 50.00 Cooling 0.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 126-50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ _ 1 CONST. TYPE VN TOTAL FEE $ 1 71n 7n HAz. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have 11 1 By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 5/12/00 5/12/01 Date Receipt No. WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Lj 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 06 - 1 ASSESSOR PARCEL NUMBER O ZONI ;X/ BUILDING PERMIT OWNER r J�I `� TELEPHONE 530�3�8 SQ. FT. OCC. BUILDING VALUATION' - i2 OWNERS 1 RESS ^r ! U V CONTRACTOR'S NAM TELEPHONE `•r " D CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAJUNG ADDRESS -� Total Valuation $ ZA 71 ARCHITECT OR ENGINEER LICENSE NO. r Filing Fee $ 20.00 Permit Fee $ so ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 41 BUILDING ADDRESS qa r Energy Plan Checking Fee $ 'L $ PERMIT FEE $ LOT NO. SUBD LS N NAFj�'r1 MAw _ - ' PARCEL _ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 60 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 rs 0 Each gas water heater or vent 15.00 /,r,0 0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ �. Gas piping system t - 5 outlets 15.00/5,90 sewer 15.00 ISW —Building Mobile Home I S I G I W @20.00 PERMIT FEE S , i ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR's' 23.00 6 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To ,000A 46. 00 WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. d ACC. BLOS. So SO Q 3•5¢FT. O• 35 EW CONS MULTI.OUTLE7 @7,50 N" POWER APPARATUS & SINGLE OUTL.E7 CIR. 20 @ 100 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 FlxED APPLNS. OR Ex. Occup. ouTLETS RESID. E.A.E .00 _ Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 150 -DO 15000 Cooling , CO 50.00 Hood 6.50685,1D Ventilation PERMIT FEE i Mobile Home Installation Fee $ Energy Inspection Fee $ Lib. 00 c CONS PE HA2. D. FEES TO AL FE $ .I FLOG CDF P C H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid, o Date _ 09 Receipt No. 7 WHITED D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l E.H. USE ONLY Plot Plan Attached44 Root Plan Attwhed Sent to S.D. TO: Building Department D FROM: Environmental Health SUBJECT: Sanitation Clearance 3±2-1 Zan yleyi ad 041 -660-021 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public 1r— Private Well Clearance for dwelling. Other 2 A4u se. c,✓/ 9 em 4ef- 12facer Ho incl for: _S44?� C, e44fil Final clearance O.K. for: (VOTE: Environmental Health Specialist 8/96 4-13-00 Date COUNTY OF BUTTE - DEPARTMENT�OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET O WNER� 0 j . r JA �i 4A ASSESSOR PARCEL NUMBER: uil Proposed Bding se: � , r . Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. 1:17. Statement of Intent for Non -Heated and A/C Buildings. ---- 118. Hazardous Material Form. ------------------------------------- ❑9. Mlinufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑p1nimpact ees of $ ------------------------------------------------------------------------------------- fees as shown on the attached schedule. S--f.�y-�-� -�� -- --- -------------------- 012.C ___________________ ❑ 12.C ornia Department of Forestry plan approval/fees. -- ----- y/�p �%-- --- ❑ 3 loud elevation certificate. ---------------------------------------------------------------------------------------- i 4. Sanitation and plot plan approval?Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. El 17 Planning approval for (A) Use: (B) Parking: _. V8.Contact Land Development about Nf Improvements, ❑ Drainage, Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. 020. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑ 4. Letter of signature authorization. ------------------------------- I5. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ L-1�S�a±r— (Date) — (Date) / [l ! • AR'll KAM 030. Other: 'crn you issue o e peermit, rocess as follows ❑ Mail to owner, ❑ ail to contratoorQ Telephone O '�O and hold for pickup at V Office. ❑ Deliver with inspector. 1r"APplicant: Date: evO Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air PollutionDate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 11Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o 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, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 5 _/6 60 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: .Q/ Date: / n..a�_--^_--:---- OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE (Sj" A. P. # Q( I 'Jo(a) PROPOSED BUILDING USE '5.F. 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00 = $ 3� b • nd Units Commercial (sq.ft.).... —x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) SRA FIRE INSPECTION AND PL jAl CHECK $89.00 (paid at Building Division) �/ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE 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. +APPLICANT DATE -C'j Co Pursuant to Government Code Sectia 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. 2/97) Date: May 5, 2000 Charles and Shirley Althoff P. O. Box 1314 Paradise, CA 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-660-0014 Building Permit Number: 00-0691 This office reviewed building plans for the permit application referenced above. The plan 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 re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. HPAHD22-2P holdowns cannot be used on one -pour foundation systems. Please revise the > ans. Detail 9 will need to be changed also, since it refers to this holdown. Per my last letter, detail 1/3 should show enclosed eaves. P r my last letter, I have scratched out the rafters at the dormers,. since they are trussed. -� Per my last letter, I have written not to scale (NTS) on several windows on the elevations which do not agree with the floor plan. mer my last letter, I have put stucco around your deck to enclose it. Your plans have gone into the line-up for structural review by our plan check engineer. He may have additional items to take care of. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide _2_ sets engineer design plans, with wet signature on plans. All engineering must be shown on plans. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Plans examiner's name Plans Examiner 2 I Date: April 24, 2000 Charles and Shirley Althoff P. O. Box 1314 Paradise, CA 95967, Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-660-0014 Building Permit Number: 00-0691 This office reviewed building plans for the permit application referenced above. The plan 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 re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Your building does not comply with the bracing requirements of the 1997 UBC across the front, the back, or at the interior. Please have a complete lateral analysis done on the wilding. The window areas called out on the floor plan do not match the windows shown on the elevations in several locations. The front door scales to 3 feet, but is called out as 3'6". Please coordinate all window sizes, door sizes, and the energy calculations. Provide something from the truss company that states that trusses D4 and D5 will carry the load of the dormers. What do SB 1 and SB2 on the truss layout refer to? Your subdivision map requires that all eaves and exposed underflooring be enclosed. Please indicate this on the plans. The plans call out rafters at the porches and dormers, the fuser trusses. Please coordinate. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 0 X0 j 01 Ile? r. 0 PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide _2 sets engineer design plans, with wet signature on plans. All engineering must be shown on plans. 2. Pay impact fees. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Plans examiner Asn me Plans Examiner RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Q&1W2 Building Permit Number: (5 Plans Examiner: Z`�- A. P. Number: GENERAL: �. oning requirements — (number of permitted living units). Building permit valuation. Plans signed -by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, &c. er buildings or structures. rading, fills and/or drainage. f.Flood hazard. pecial con itio�s on�P�r el Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage th es). e�7 A AU & FAS road setback. uilding or utilities across lot lines (record form). P.Egress OR PLAN: lans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ode section 106.3.3). 0% of natural light and 5% of ventilation (Uniform Building Code section 1203). windows (Uniform Building Code section 310.4). kylights (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 bar, and exterior receptacles (NEC 210). rohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). rohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). S. moke detectors (Uniform Building Code section 310.9.1). r closet clearances (Uniform Plumbing Code 408.5). 1 ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). t Page 1 of 2 STRUCTURAL DETAILS: nventional construction –Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). Clerestory requiring balloon framing and/or engineering. fThree story building requiring engineered calculations and plans. . oundation plan complete enough to construct building. 6. or construction details complete enough to construct building.. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. --9-" Rafter ties or bearing ridge beam. ueplace construction details and calculations if necessary. Garage doorteader size(s). ,,Ae6Porch header size(s). -`Stud heights. Expansive soil – special foundation design required. Retaining walls requiring design. , ► Special Inspection requirements. Header sizes. i 18. Gypsum wallboard nailing inspection required. • ,MISCELLANEOUS ITEMS: .Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section Guardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). _Exterior plaster – weep screeds (Uniform Building Code section 2506.5). oofpitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oof covering type– (fire hazard). Foam insulation – protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - storydwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Mttic access and ventilation (Uniform Building Code section 1505). ombustion air for fuel burning appliances - LPG requirements. . ound requirements. nergy design compliance and supporting documentation. lashing at all exterior openings. DF responsible area requirements. Z Permit requirements: <i'i SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. .17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 CHICO ENV. HEALTH, EF( ptl : Well L ❑ APPROVED Zi7NDCfTONALLY.APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit x: O O " b J Date: Genera/ Information Owners Name: 0— 5 Parcel Acreage: Owners Address: Building Site Address: Pro aertylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial�, ❑Mobile Home ❑ 2nd Dwelling Elt;�i Multi -Family >2 units per parcel <eptic ❑ Well Zone District: V General Plan: 4qF— Use Permit: SFD ❑ Other Date of Zoning Ordinance: Development Agreement: Variance: Parcel Is In: Land Conservation Agreement @I No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan IS No ❑ Yes Violation Area 01 No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain WNo ❑ Yes 1 I _ Zone: Watershed Protection Zone ja No ❑ Yes Proposed Use Complies With: General Plan Zoning Proposed Use Requires; ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Us Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes apolicable Setbacks: ❑ Residential Accessory —?-17-8t_, ❑ Cohasset Panel Number: D5)s CI ❑ Accessory Building Use Zoninq Code Street & Highways 7 Fire Prevention Subdivision Ma Front O `- Side Side street Rear __s 2 Heath( ................ r Environmental- Health issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: A ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes ; Deed 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: w d--- OU .IV DA Map Date of Recording: T Lot: Block: Book: 13S�� I Page Conditions That Must be Met Prior to Issuance of Permit: - ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of.conditions of approval for the .T ❑ Obtain a Certificate of Compliance (See Planning Division for application). r ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other �-- General Commen 3 i'�,rz u SSc P,�� PP- C 2"i 6 ' 20 o� N G- `t'e t3� fA�Sz2� ATE D GESS �� O� �E�'�`rZ ��a2�At_.. ia1l.L C-1 F, 4 • 'NorthStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT - I have reviewed the truss submittal for the Altoff residence located on Sunview in Lime Saddle area as provided by Longfellow: The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of ' the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 A DATE: TO'BUILDING DEPT: PROJECT:�,,�'. LOCATION: _ 1-jr-J, I HAVE REVIEWED THE TRUSS CALCULATIONS AND DETAILS IN REGARDS TO THE ROOF STRUCTURE OF THIS PROJECT CONCERNING SIZES, SPANS, PITCH, ETC. WITH RESPECT TO MY SATISFACTION IT APPEARS THAT THE TRUSS CALCULATIONS AND DETAILS CONFORM THOROUGHLY WITH THE PLANS DRAWN FOR THIS PROJECT. -+ALL. BOB METZGER I co CA. �yq 865-9688 or 342-9688 SIGNED: i — �r �c It ji qtraq' y�W{� . L � {_ • ' r • A i •e1•'}S lr .n �� •ter;•F C A $r 4 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT ,�I��O jam' `��7��GIJG JOB NO. iJ q -D LOCATION GJ uy I C w L 1 5ADV 1 DATE -3 Z3 O G CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction,. 9th Edition AITC, Timber Construction Manual MATERIALS•: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, .Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi.@ 28 days Mon Steel Reinforcing: A-615 Grade'40 for #4 and smaller �zel A-615 Grade 60 for #5 and larger yC Structural 'Steel: ASTM A-36 C13G ,Steel Pipe: ASTM A53 Grade B 0 (Steel Tubing: ASTM A500 Grade A or B ,Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 �>,9T CIVI� �� Beams & Stringers, Posts & Timbers: D.F. #1 F OF Cq��F� Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load psf Seismic Zone / Wind Speed: %rj' mph Exposure: G Method'2 used unless otherwise noted. Allowable Soil Bearing-: 142OO psf ARE SPECIAL INSPECTIONS REQUIRED ? SIO GENERAL: Any structural or non-structural items that are not specifically addressed -in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of s. e.. , g. . -�". BY: JMR NORTHSTAR ENGINEERING 3/23/00 20 DECLARATION DRIVE JOB NO: 6940 CHICO, CA -95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.2 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.2 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF, MISCELLANEOUS 0.9 PSF DEAD LOAD 14.0 PSF LIVE LOAD" 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 * .36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE _ C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs .14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce _ = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30'- 40' 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entirL- structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). a BY:' _J DATE:. 3/ QO JOB NO: 4.0 PAGE OF NorthStar ENGINEERING Civil Engineers 9 Planners 9 Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 K. L, ;I j 7 :4 rT r f. K. L, ;I j 7 K. L, ;I j BY: -11-19- DATE: I-19,DATE: 3 11 __OQ JOB NO: to � 40 PAGE L' OF NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 . .. AF -TIAL- ' I-4 1 E? -AL., T -o 1-A, T" 2 A L I�O�I� �J GO1��Z�T� : �O�G%►' V� 01 6a 2 8 (81 Z),01(j L�� 4oc I HP r-1 Ax� i P- LIT = BY: DATE: JOB NO: PAGE L:;� OF PkwthSta_r ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530.893.2113 SHEAR WALL SCHEDULE SHEAR WALL 0 Q 03 ® 0 0 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 l60 980 IZ.3.6 3/8113/8 3/3113/81 3/8113/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 8d (@ 6" 8d (@ 4i3 ad (@ 3" 3 8d (@ 3" 3 8d (@.211-3 ad 0 4" 38d (@ 3" FIELD NAILING 5 8d Q 12" 8d Q 12" 8d (@ 12" 8d r@ 12" 8d r@ 12" 8d .r@ 12" 8d (@ 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d r@ 4" 16d (@ 3" I6d (8 3" 16d (@ 4"10 I6d (@ 3"10 16d Q 3" Io 16d (@ 3" Io CLIP, BLOCKS LS50 L550 LS90 LS90 L590 1_590 LS90 TO PLATE C@ 22" (@ 14 I6" (@ I6" 12" to 12" (@ 8" 5/8"0 5/8" 0 5/8" 0 5/6"0 5/8" 0 5/8" 0 5/8" 0 ANCHOR BOLT 48" o.c. 18" o.c. 14" O.C. 12" o.c. 28" o.c. 24" O.C. 18" O.C. SPACING 9 1/2 0 1/2 0 I/2 0 I/2 0 1/2" 0 1/2 0 I/2" 0 36" O.C. 13" O.C. 10" O.C. 9" o.c. 18" O.C. 15" O.C. II" O.C. I. OVER DOUGLAS FIR STUDS Q 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2, ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE 44 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE ad HOT DIPPED GALVANIZED OR ad COMMONS 6. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS 7. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL, 6. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED BY: 'i I ri ? , DATE: 3 100 JOB NO: � cl ?AGE . 0= NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE: CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL MAILS SHEAR WALL 0 0 0 ® Q5 0 Q ALLOWABLE LOAD/FOOT 200 380 490 550 040 700 980 SILL NAIL i l0d c� 4" lod (@ 3" !od (@ 3" 2 BOWS 2 ROWS 2 ROWS 2 ROWS 0d 08 4" lod Oa 3" 10d C@ 3" lod (@ 3" NAIL CAPACITY 300 _ 490 490 7132 980 980 980 5/8"0, :5/6" 4 3 5/811 0 3 D/811 0 3 5/8"0 5/8" 4 5/8" 0 ANCHOR BOLT 2 48" IS" 14" 12" 28" 24" IS" SPACING 1/2.. 1/2.. 3 112"0 3 1/2"0 3 1/2" 0 1/2" 0 1/2„ 0 30" 13" 10" 9" IS" 15" 11" SILL THICKNESS 2X 2X 2X 2X ..3X 3X 3X 1/2" 4 ANCHOR BOLT CAPACITY 2715 380 495 550 0471 -1-1& 1,058 5/8" (P ANCHOR BOLT CAPACITY 2971 390 G09 594 051 l00 1,012 NOTES: I. NAILS PER ICBG REPORT NO. NEP-272 : NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 r STRUCTURAL CALCULATIONS PROJECT LOCATION L(IJ W G S�DI7 L v JOB NO. � q- D DATE IZiI O G CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition RITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller Q�pFESS11n A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Cl) �' �G ?, Steel Tubing: ASTM A500 Grade A or B CD � ;Machine Bolts, Anchor .Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 9rFOFCAL�F� OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load psf Floor Live Load psf Seismic Zone / Wind Speed: % Cj mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? SIO GENERAL: Any structural or non-structural items that are not specifically addressed -in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of BY: JMR NORTHSTAR ENGINEERING 3/23/00 20 DECLARATION DRIVE JOB NO:' 6940 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.2 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.2 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.9 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'.- 20' 1.13 = 0.0213 KSF 20'- 25' .1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30'- 40' 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire, structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: _J I - DATE: 3/ QQ JOB NO: cl 4 PAGE -3 OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 BY: J rl 9 - DATE: 3 1 Qo JOB NO: 4 PAGE �' OF NorthStar ENGINEERING Civil Engineers• Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 AF -TIAL L- ATE? -AL, teras I(:�-;j� L I 1 V I V I I T c:,, > ILA ! A I, ofd 17 4J GO V I t-,- I FO PG H 2 I3 (C2) moi. s o-�7� (17)x. old I.r-2� 4-0o I 4_ S us�� filo_ HP . 4 (9) - 3. j�, �/- r-1 AX T P- L- I T (I - 0 0& ul:�, E-�- 11 1-1`2V 3'(22 w I S,& - I Od B rl -r-c> IZA F. BY: �Z DATE:cl JOB NO: FAGS^ OF J IVorthStar ENGINEERING Civil Engineers Planners• Surveyors .20 DECLARATION DRIVE CHICO, CALIFORNIA 9973 530.893-1600 FAX 530.893-2113 SHEAR WALL SCHEDULE-, SHEAR WALL. -' 0 Q Q3 0 0 Q Q ALLOWABLE LOAD/FOOT 260 360 490 550 640 X60 980 IZ'3'8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX sTRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 8d C@ 6" 8d (@ 4i3 8d (@ 3" 3 8d Q 3"3 8d (@ 2" 3 8d (@ 4" 3 Sd (@ 3" 3 FIELD NAILING 5 Sd (@ 12" 8d (@ 12" Sd (@'12" Sd C@ 12" 8d (a 12" 8d C@ 12" 8d (@ 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d (@ 4" 16d (@ 3" IC d (a 3" 16d (@ 4" 10 16d (@ 3" 10 16d (@ 3" to I6d (@ 3" to CLIP, BLOCK i LS50 L550 LS90 LS90 LS90 L590 LS90 TO PLATE (@ 22" (@ 14" (@ 16" (@ 16" l@ 12" (@ 12" l@ 8" 5/8" 0 5/8"0 5/8"0 5/8" 0 5/8" 0 5/8" 4 5/8110 ANCHOR BOLT 48" o.c. IS" O.C. 14" o.c. 12" o.c. 28" O.C. 24" o.c. 18" O.C. SPACING 9 1/2" 0 1/2" 0 1/2" 0 1/2" 1/2" 0 1/2110 1/2„ 0 36" o.c. 13" O.C. 10" O.C. 9" o.c. 18" o.c. 15" O.C. II" O.C. I. OVER DOUGLAS FIR STUDS (@ 16" O.C., HEM -FIR TOP PLATES APE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDEP FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS �. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. S. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED BY: 'JriR DATE: 31 dc) JOB NO: 6p PAGE OF NorthStar ENGINEERING Civil Engineers* Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL Ai 0 Q3 0 0 0 0 ALLOWABLE LOAD/FOOT 200 380 490 550 640 7(00 980 SILL NAIL IC�d C@ 4 lod 3 lf�d 3 2 POWS 2 POWS 2 POWS 2 POWS Icd ^ 4" lod 02 3" lod C@ 3" 1Cbd C@ 3" NAIL CAPACITY 300 490 490 732 980 980 980 5/8110 5/8110 3 5/8110 3 5/8"0 3 5/8"0 5/8" 0 5/8, 0 ANCHOR BOLT 2 48" 18" 14" 12" 28" 24" 18" SPACING �� I/2 4 i/2 � 3 i/2 4 3 3 I/2 0I/2 0 I/2 4 1/2 4 3C� 13 loll 911, lall 1511 II SILL THICKNE55 2X 2X 2X 2X 3X 3X 3X 1/2" 4 ANCHOR BOLT CAPACITY 2-15 380 495 .550 647 7C 1,058 ANCHOR CAPACITY 297 39� 509 594 05!0 1'0.1?BOLT NOTE -S: I . NAILS PEP ICBG PEPOPT NO. NEP-272 CAPACITY OF 1Fbd 5111'Q<EP = 94 *1.30 = 122 / NAIL 2. DESIGN CAPACITY OF E30LT5 PEP TABLE 8.2E OF, THE 197 NDS. CAPACITY OF I/2" 0 ANCHOP BOLT IN 2X SI1-1- = 1-33 * 620r, = 825 ^ / BOLT CAPACITY OF 1/2" 4 ANCHOP BOLT IN 3X 511-1- = 1.33 * 730 = 970 z / BOLT CAPACITY OF 5/8" 0 ANCHOR BOL T IN 2X S!LL = 1.33 * 890 = 1184 u / BOLT CAPACITY OF 5/8" 0 ANCHOR BOL T IN 3X SILL = 1.33 * 1140 = 15!0 / BOLT 3. PE DUCE ANCHOP BOLT CAPACIT`f !N NOTE 2 BY 50 o FOP 2X 5 1 L L PLATE WHEN ALLOWABLE OWA.BLE SHEAQ PEP FOOT IS > THAN 350 PLF < 600 PL F. 4 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. ' If this'form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: 0 ASSESSORS PARCEL NUMBER X60 - onto PERMIT NUMBER no-obot, RESPONSE FOR ��ECK� LETTER . 4 - PLAN CHEC # I17t-C1vV� RESPONSE BY: LO�CATIONA ON PLANS/CALF ACS `� COMMENTS. • PLAN CHC E # RESPONSE BY: LOCATION=PLANS/CALCS: �r 1.11, V COMMENT'.A_4,4 A pnjr S PLAN CHEC I M / RESPONSE BY: 1 �► V �� j LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK j�� RESPONSE BY: LOCATION ON PLAnN,S/CALCS: COMMENTS: PLAN CHECK IT RESPONSE BY: LOCATION ON PLANS/CALCS: Ste- (A-- Ar %4 1-2 COMMENTS: CEPJIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 Project Address: LOT 5# SUNVIEW RD. ALTHOFF 1998e (BASE CAS OROVILLE, CA. 95965 Building Title: ALTHOFF 1998e (BASE CASE) Building Perpi't�# Document Author: BOB METZGER O.D.S. ((��cc��I Telephone: 530-342-9688 or 865-9688 Plan Check Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1998 ft2 Average Ceiling Height: 9'6" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 118 deg (East) Glazing Area, % of Floor Area: 19.10 Average Fenestration U-Value:0.51 Average Fenestration SHGC: 0.72 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL Component Type --------------- Door Wall Wall Wall Wall Wall Wall Wall Floor Ceiling INSULATION Cavity Sheathing Insul Insul R -value R -value FLOOR TYPES AND AREAS 0 13 13 13 13 13 13 13 19 38 5 0 5 5 5 5 5 0 0 Total Assembly R -value U -value 3.03 16.41 11.36 16.41 16.41 16.41 16.41 16.41 20.41 41.67 0.330 0.061 0.088 0.061 0.061 0.061 0.061 0.061 0.049 0.024 Location/Comments Unconditioned Outside Unconditioned Outside Outside Outside Outside Outside Crawlspace Attic Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -----------------7- Non-Slab ------------ 1998 -------------- . Yes ------------------------- Crawlspace FENESTRATION Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins-- ------ ---- ins----------------- ----- ----- --------------- __ Window East 72.0 0.520 2 Standard B Window East 19.3 0.500 2 Standard Window East 23.3 0.500 2 None g', qq ��,1 �� 0 h g �" Window South 30.0 0.520 2 Standarc�v g rfv � 90v�rhang CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R 'Project Title: ALTHOFF 1998e. (BASE CASE) Run: 440 02 -May -00 Factor ------ (gal) ------ ------------ 50g.W/H Standard s, Storage gas 1 0.60 50 FENESTRATION continued Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading ---------- and Fins -------- ----------------- Window South ----- _ 18.0 ----- 0.500 ----- 2 ---------- Standard None, Overhang Window 'West 122.0 0.520 2 -Standard BugScrn• Overhang Window West 18.8 0.500 2 Standard None Overhang Window West 40.0 0.500 2 None None Overhang Window North 9.8 0.500 2 Standard None Overhang Window North 17.8 0.500 2 None None Overhang Window North 10.0 0.520 2 Standard BugScrn Overhang THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments --------- ------ ----- ----- ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ ------------ 50g.W/H Standard Std.50gW/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS MISC System Name ------------ 50g.W/H Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater. Name Efficiency AFUE Std.50gW/H 76% -- Wood stove boiler? No Rated Input Standby (kBtuh) Loss 36.00 -- Wood stove boiler pump? ------------- No Pilot Tank Light R -value (Btuh) CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R 'Project Title: ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type `� Number None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) -------- diam (in) --------- thck (in) --------- R -value ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3.- Cooling duct -register location: Ceiling. -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. • r CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R .Project Title: ALTHOFF 1998e (BASE CASE) ------------------------ Run: 440 02 -May -00 DESIGNER OR OWNER CHUCK & SHIRLEY ALTHOFF PO BOX 1314 PARADISE, CA. 95969 876-8163 Certification #: Signed ENFORCEMENT AGENCY Name: Title: Agency: _ Telephone: Signed Date Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. ##70 CHICO, CA. 95926 `530-342-9688 or 865-9688 Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 Project Address: LOT 5# SUNVIEW RD. ALTHOFF'1998e (BASE CAS OROVILLE, CA. 95965 Building Title: ALTHOFF 1998e (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2'1.34.03 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 19.25 Space Cooling 16.85 Water Heating 13.04 Total 49.15 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total.Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design 17.80 18.88 11.40 -=------ Complies 48.08 Yes 1998 ft2 9'6" ft -in SFD Single Family Detached 118 deg (East) 19.1% 0.51 0.72 1.00 1 Raised floor 1 18981 ft3 1998 ft2 1998 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) HOUSE 1998 18981 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total'Tru S1r Construction Type ---------- ------ (ft2) value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments Zone = HOUSE -------------------- Door 17.8 0.330 0 3 118 90 No 28 -Wood Unconditioned Wall 225.3 0.061 18 16 118 90 Yes W18.EQ4 Outside Wall 172.2 0.088 13 11 118 90 No W13.2x4.16 Unconditioned Wall 570.0 0.061 18 16 208 90 Yes W18.EQ4 Outside Wall 340.0 0.061 18 16 298 90 Yes W18.EQ4 Outside f, la '' •'� ' rr ya 4tj' v �. ' '�all x n. lot St d.' ,.r ,�'• �1 'nt f � I r ('y COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: ALTHOFF 1998s (BASE CASE) Run: -------------------------------- 440 02 -May -00 OPAQUE SURFACES continued ` Surface Area U- Insl Total Tru Slr Construction Type (ft2)'value ------ ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------- ---------- Wall 11.2 0.061 18 16 253 90 Yes W18.EQ4 Outside Wall 11.2 0.061 18 16 343 90 Yes W18.EQ4 Outside Wall 620.2 0.061 18 16 28 90 Yes W18.EQ4 Outside ,� Floor 1998.0 0.049 19 20 -- 180 No FX19.2x8.16 Crawlspace Ceiling 1998.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ---------------------------------------- Comments ---------------- Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name ------------ Zone = HOUSE F11 Wind 47.0 118 90 Slider Vinyl STD.OPER F21 Wind 7.8 118 90 Fixed Vinyl STD.FIXED F22FRTDR Wind 23.3 118 90 Hinged Wood/Div STD.DOOR F23 Wind 7.8 118 90 Fixed Vinyl STD.FIXED F24 Wind 3.8 118 90 Fixed Vinyl STD.FIXED F25 Wind 12.5 118 90 Slider Vinyl STD.OPER B26 Wind 12.5 118 90 Slider Vinyl STD.OPER Lll Wind 12.0 208 90 Slider Vinyl STD.OPER L12 Wind 12.0 208 90 Slider Vinyl STD.OPER L13 Wind 6.0 208 90 Slider Vinyl STD.OPER L14 Wind 6.0 208 90 Fixed Vinyl STD.FIXED L15 Wind 6.0 208 90 Fixed Vinyl STD.FIXED L16. Wind 6.0 208 90 Fixed Vinyl STD.FIXED Bil Wind 24.0 298 90 Slider Vinyl STD.OPER B21 Wind 39.0 298 90 Slider Vinyl STD.OPER B22 Wind 39.0 298 90 Slider Vinyl STD.OPER B31 Wind 9.8 253 90 Fixed Vinyl STD.FIXED B4IFRCH Wind 40.0 298 90 Hinged Wood/Div STD.DOOR B51 Wind 9.0 298 90 Fixed Vinyl. STD.FIXED BR11 Wind 9.8 343 90 Fixed Vinyl STD.FIXED B61 Wind 20.0 298 90 Slider Vinyl STD.OPER R1IFRCH Wind 17.8 28 90 Hinged Wood/Div STD.DOOR R21 Wind 6.0 28 .90 Slider Vinyl, STD.OPER R22 Wind 4.0 28 90 Slider Vinyl STD.OPER Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: -------------------------------------------------------------------------------- ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name Type Panes value SHGC See notes Shade Shade Type Shade ------------ STD.OPER --------- Clear ----- 2 ----------- 0.520 0.870 ---------- Standard ---------------- .0.680 BugScrn ------ 0.757 STD.FIXED Clear 2 0.50.0 0.870 Standard 0.680 None 1.000. STD.DOOR Clear 2 0.500 0.870 None 1.000 None 1.000 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension F11 7110" 6'0" 216" 11 0" 716" 12'6" F21 618" 112" 710" 4" 2710" 1110" F22FRTDR 6'8" 316" 710" 4" 2410" 216" F23 618" 112" 7'0" 010" 2210" 6110" F 2 4 .11111 1'1" 3' 6" 71011 4" 241011 2' 6" F25 510" 216" 7'0" 4" 1610" 1116" B26 510" 216" 710" 4" 1316" 1410" L11 3'0" 410" 2'6" 510" 4110" 1110" L12 310" 410" 216" 510" 3410" 1810" L13 3'0" 210" 216" 5'0" 2910" 2510" L14 2'0" 310" 216" 418" 1310" 4010" L 1 5 21011 31011 21611 41811 '0" - 91011 441011 L 1 6 21011 31011 2'6" 41811 51611 471611 B11 410" 610" 2'6" 410" 710" 710" B21 616" 610" 810" 114" 2216" 1016" 922 6' 6" 61011 81011 '0" 09011 51611 271611 B31 616" 116" 1010" 010" 10'6" 10'0" B4IFRCH 618" 61 0" 610" 114" 1016" 916" B51 116" 610" 610" 010" 10'6" 916" BR11 616" 1'6" 1010" 01 0" 1016" .1010" B61 4'0" 510" 216" 114" 610" 1410" . R1IFRCH 618" 218" 2710" 114" 1016" 9110" R21 3'0" 210" 2'6" 414" 23'6" 1916" R22 110" 410" 216" 414" 17'6" 2316" .FINS Left Fin Right Fin 1;Fenestration . -----------------------=-- Exten 'Dist- -------------------------- Exten Dist --------------------------- Fin Fin above to Fin Fin above to Name. ------------ Height ------ Width ------ Depth ------ Height glzng ------ ----- glzing ------ Depth Height glzng ------ ------ glzing None ----- ------ .., � ,bi,..R.' �.. �.. i i.: r t � I .r � r �^;h •�F,i�.��' �4 � fir. ^ti, � S�' _ .. - h.y-s1 �e 'r .,�. _ iq Y � . ri _ si .� lel �t �' �' + � f � �'a � �r ,i •"{ �� a !. � � 4 /�, ,� ,r � �f � _ ; . �• a ' r. .�.. _ _ � Y �- , ' � Y v 'Y1• � r �4 �7' '- � ,. t � � ~SYS✓ '• �:..� • .J � �1,', � � � .�,.�tA�yYYr�'.' ;r, - + � ��' ,' fi.• � � • �4• ., � ti 6 � +s a .. . - �c ; y.,•, 2 � � t t_ 1fe.. a�)r� fid*+ �� .. � .. ._ •- ' � wi♦ �.t _ .. .. ... .. 1 _ � - ,-�M1v �l . �� r �. ^i � � '� i"� � w� 1 `ti 4� �`' M � ' Y 1J S � .. � y!�� / �"4, � �,. � � -. r. is _ � �. � r . � i +,,,.f.� , i �. '�, i �'�,�. •''' i COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: . ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 ----------------- THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) -Cap ivity.Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None ` SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.80 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments -------- -------- ------------ -------------------------------- Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water #t of Energy Volume System Name Type Heater Name Heater Type Htrs-Factor (gal) ------------ -------- 50g.W/H Standard ------------ Std.50gW/H ----------------- Storage gas ---- ------ 1 0.60 ------ 50 WATER HEATING SYSTEMS MISC System Name ------------ 50g.W/H Solar savings fraction ------------- Solar system type ------------ Wood stove boiler? No Wood stove boiler pump? ------------- No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) Std.50gW/H 76% -- 36.00 J •.f .- � t f r (fid f� i. 'i J (fid COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: ALTHOFF 1998e (BASE CASE) Run: 440 02 -May -00 ----------------------------------------------------------------=--------------- -------------------------------------------------------------------------------- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul •Insul', System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- -----=--- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) " i. School District %� ,1 Building Department No. A.P. Number 41- C u TO Jurisdiction: City County Property Owner Property Location/Address Subdivision / / a (,t,{ �% ��s Lot No. Residential Development Sq. Footage O No of Living Mobile Home AdditioN *Supplemental to (Group R) units Installation Conversion Permit # *(No foundation inspection): .................................................................................................................. Commercial/Industrial Building Department Represe Distr" t Identification No. 57/0 16 (Street ddress) /J 16 „ a New Addition five / (Floor /Plans reviewed by School District Personnel /j + --` School District certifies that M (City) (State) has complied with the requirements of Resolution No. representing square feet. c ZL.t' -- 0 School District Representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) (Applicant) (Phone Number) .J l (Zip Code) by payment of $ v� IIAS 2926 $ FULL MITIGATION $ -�0V 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 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 ICEGA), 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 110/98ldmm •r; >'-.w -w: *r 'Cr .v:h:,^*'vi;♦,;i*� :i«� .,r+"�'..1�•.a. , ; �.+aqt .wr, r.-•+� � rfsy� � -.7Q•w � r } �l I ` F �4 r r'!aij":d. r. il'i.i .•nir' E{1 ... 44 I , iT ,> i 1• al Illilllllllllllllllilillllllllllll • �� 200—Q�� 1 3422 QWHEN RECORDED MAIL TO: / BUTTE COUNTY BUILDING DIVISION n� Recorded I REC FEE 13.00 7 COUNTY CENTER DRIVE l/ Official Records . I CONFORM .00 OROVILLE, CA 95965 CountTy-Of' I CANDACEUJ. GRUBBS I Recorder ROSEMARY DICKSON i 12:43PM1stant 14 -Apr -2000 I Pagell of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED EXHIBIT "A" Date APRIL 11, 2000 State of California County of BSE On APRIL 11, 2000 before me, CHERI HOVFY, NOTARY PUBLIC personally appeared * CHARLES ALTHOFF AND SHIRLEY ALTHOFF personally known to me (or provedto me on the basis of satisfacto evidence) to be the persons whose namns is/subscribed to the within instrument and acknowledged to me that he/she/(E executed the same in his/herttlRbauthorized capacitykQ and that by his/her/ eir signature s) on the instrument, the perso s) r the entity upon behalf of which the person s) cted, executed the instrument. WITNESS my hand and official seal Signature seat. .' 'N., CHERT HOVEY Comm. #1159283 NOTARY PUBLIC CALIFORNIA 0 �� 1 _ (�� C� ♦ BUTTE COUNTY A.P. #� L` 1 `Ju My. Comm. Expires Oct. 20,2D01 3 , .}fid�+9y• � � AJ t 7� • i; .w r • � 5. 'iY("icy' •. 7, > y¢ t . � I je- - r • �� X1.41 R. ' ( 1 (nn��..7 ��)}� ,N u' 1 �.! } tt it i:t•.^ /f1.•+a-f t. 1 1` 7 5+-"•• \ .. .. - 'J rjLFC.'1 I �ivl J �:�,. � 1�+ ,�.`;»y.�. 1 �j�,y� 3f�;•4 x _r..a A a. '. r �_ ,�'Y.; v Sc 'sF- .. .. - •...7. / a ,rf..M! _.. .k ^ I , z- � 2t- EXHIBIT "A" THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 5, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29., 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU.64. i THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 22, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-16637, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE •SAME FORCE 'AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH -AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II: A NON-EXCLUSIVE RIGHT AND -EASEMENT OF ENJOYMENT IN AND TO THE LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT!-, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 -OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL III:-. AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE: BY THE GRANTEE TO ANY INDIVIDUAL,- CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES,— -IRRIGATION FACILITIES,'THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER. FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND,EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT .CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF -CALIFORNIA, DESCRIBED AS 'FOLLOWS: BEING A PORTION- OF -SECTION 18 AND -SECTION 19, TOWNSHIP 211 NORTH,= RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY,,DESCRIBED AS FOLLOWS: : PARCEL ILI: CONTINUED BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18,-'. SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES -MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF'MAPS., AT PAGE(S)-6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION* 18 NORTH 00 DEG. 05' 47" WEST, 820.00 -FEET; THENCE LEAVING SAID WEST LINE'SOUTH 90'DEG. 00' 00" EAST, 910.00 FEET THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY•LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST,- _ 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF ;71 DEG. 00' 00"; THENCE NORTH .75 DEG. 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE-FOLLOWING.SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148 * 01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE ' LEAVING SAINORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET- TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY .THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR.EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN,- OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: _. A SANITARY SEWER EASEMENT 30.00 FEET IN 'WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 4711- WEST, 7"WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE;_ THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST-, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19" EAST, 187..07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57H 'EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81.DEG. 37' 06" EAST, 235.74 FEET TO A POINT -IN THE NORTHEASTERLY LINE. OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP,.RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE.. -OF CALIFORNIA, IN BOOK.<102.OF MAPS, AT PAGE(S) 25, SAID -NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 251 :. 58" WEST, X143.34 .FEET ON:-SAID`MAP.-: � SAID POINT .BEING. THE TERMINUS --OF THE HEREIN DESCRIBED CENTERLINE... Y y�. S 0 ddb ~ Jr 4 ! 9MV , 1 i u i u cr , +T4'l. iie«•,ii yo- } . .. . of .. r ,.Y •'" .` - ' #, �i '' - � ?tom { _ . 3 e• It j `i•44 2 w�f i1 ` t _ lit , w • f