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HomeMy WebLinkAbout060-250-005ro U 060-250-005 01-2602 WEIDHOFER, ROLF g1,2gMEAD0WS EDGE, BUTTEBt UE CONT: ROLF WEIDH0 ER NSF 2 BR /i 060-250-005 01-2820 ROHWER, LYNN & CLAUD a�MEADOWS EDGE, JO AVL DEMO CABIN CONTR: OWNER /� Q PF �r . NOTES RESIDENTIAL 060-256-003-�G5 01-2602 ' t' PERMITr,' ,x {. j g /MEADOWS EDGE, BUTTE MEADOWS 1 CONT: ROLF WEIDHOFER , i NSF 2 BR - -- - 1 cyc '" �. �, UIS r,.. C�ecv ,- - SPECIAL CONDITIONS CHECKEE BY 7. SRA FLOOD CERTIFICATE REQ. .FIRE SPRINKLERS REQ., SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i OFFICE COPY Address GAS Meter By—r Dated— ELECTRIC I Meter By Date i JOB FINALED (Date) N Signature i d =/OK y 0 = Not OK~ =,NotdApplicable MOBILE HOMES =Not Ready , Date MOBILE HOME UTILITIES (Plans) OK except t/'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 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 q'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 tt'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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 yr 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 V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date nderfloor (Plans) OK except #'s Card B-1 Date Z ing- Setbacks- Ease ments Flood -Slope Date Ftg., Main; Soils-Elec. / Pt /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. F!p-, Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions St w lls, Main; Steel-Blockouts-Wrapped 6. t walls, Garage; Steel-Blockouts-Wrapped 64Aold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers- replace Ftg.-Steel 9.jD 10. .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. to ipe; Test -Anchors -Regulator -Service Test 1 ctric Underground 1 . P ums & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access &Ventilation 16. Insulation YIWMING (Permit) OK except #'s Date tj il Card B-1 • Date Card B-1 Date I Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 1 . W�r Pipe; Test & Anchor -Nail Protection .W.V.; Test Fittings & Anchor -Nail Protection 2c0. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECTRICAL (Permit) OK except #'s Transformer Clearance -Ins. Protection _'Fre,$ 4Zs/. Ele . fjeceptacles Spacing -Lights & Switches at Doors 2 i e' oxes & No. of Conductors Stapled Q"Ilmex Installed Close to Edge of Studs & C.J. E Ground made up w/Mach Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size R / ga. r AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. S ice -Riser Conductors & Ground Main Disconnect . E dip. rKarances Panels-Motors-Mech. Equip. . CI es 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 MECH/r(V[CAL (Permit) OK except #'s Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. 35. A. ucts Insulation & Support Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ant Fan, Exhaust above insulation Garage Fire Protection Framing 52. 37. Co densate Drain & Overflow, Size & Grade 53. _88urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 39. Attic Access & Platform if Furnace in Attic Ply ood on Roof Overhang -Attic Vents -Rafter Outriggers 8 iding-Nailing Veneer 57. Stuc o Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. 5 . Vzing Area -Glass Protec ' n-Sk 'ght la lc Shear Walls; Nai)' g -B s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date YIWMING (Permit) OK except #'s 49/5i Pr per Materials & Anchors al Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing D Stop in Walls (rat proof) W4�F' Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing t ` Hngle & Duplex) Date FRAMING (Continued) 461"Hpbers-Post Caps -Anchors -Connectors C'ng. Joist-Rftr. Ties- Purlin-Roff'Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Atyi Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ex ,-Doors-One 3' -Check Garage 3rd Story, 2 Exits . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ply ood on Roof Overhang -Attic Vents -Rafter Outriggers 8 iding-Nailing Veneer 57. Stuc o Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. 5 . Vzing Area -Glass Protec ' n-Sk 'ght la lc Shear Walls; Nai)' g -B s 60. Brace Interior/Exterior Wall Panels 1. Insulation -Walls -Ceilings 2. Infiltration -Walls -Windows Date ,.,� Card B-1 Date Card B-1 Datee&-7.;9_ Card B-1 Date Card B-1 Date FINA .(Pla s) OK except #'s 6 E eps-Door & Sidelight Protection- Land inas 6'4: Smok tactor urnace Vent " arance-Comb, Air -Connector - In Gait a Above Floor -Ducts -Mach. Protection Of: G.F.I. & Bath Fixtures i&"rb Access -Spa 68 c.rim & Su el, Breaker Sizes & Ld%ei&� 69!' -Stairs & RaiMl- 7 ce or Stove, Clearanc earth 7 ec. Outlets at Wood anel, Int. & Ext. 72%-Kf -T`Rxt. & Appliance; Ground-Ak,Gep-Cooking Clearance 73_._Q a . Outlets & Recepleet95 'at Kit. Counter n mg- osure 76. Wtr. -Clearance-Comb. Air Connecto,P. .V. in Garage; Above Floor -Mach. Protection , Elec. & Mech. Equip. Listed for Location 7t9/ins ion -Foam -Looked in Attic uard- ils & Deck struct" n•Post ops 81,5d1l. VBents & Crawl RafrDoor Drainage & Wo -Earth Cleave Looked under FJe6r es i 88! Following Instld./Drive-jYes 3NI57Walks ] Yes ;3PkS/Planters :l Yes 7 No 86! Vents Above Rodf, Plbg-Ap liance-FirepKc-e-Clearance to Openings 8 a -ter Well, Discon ct, Electrical, Plumbing di Elec. Trim, eceptacle-Underground 8 . Ve ion Throughout House 90. 96irrections from Previous Inspections 9 . Gas -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates r'4) Address Posted Date y -D o1 Card B-1 Date Card B-1 Date 11 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 o2' OWNER / PERMIT NO. A routine inspect' indicates that the following violations of butte county Ordinances exist at the above addres and should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please tact this office immediately. Date // 0.a Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. h i Date Inspecto REV 10/92 ry j i h i Date Inspecto REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT M0. (Rev.12/96) APPLICATION AND PERMIT �l r a (0 a ASSESSOR PARCEL NUMBER G��i� as/�' V ZONING BUILDINGPERMIT OWNER -P 1) G 0+4 . le, ZLinVl So.FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 97976 MEADOW BROOK DR, DAVIS %5 -5 '7 L`�1 V R / �5 : ;U 0 5ov CONTRACTOR'S NAMETELEPHONE ROLE WRTT)140FF.R 894-2849 �4V' C S24 (J CONTRACTORS MAILING ADDRESS 97 FAST FIRST AVE CHTCO CONSTRUCTION LENDER Fire lace j 5, P LENDER'S MAILING ADDRESS Total Valuation $ c:2 C �. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ROLF WEIDHOFER Plan Checking Fee $ 366.00 BUILDING ADDRESS MEADOWS EDGE, BUTTE MEADOWS Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ 972.00 LOT NO. suaDNLSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.06 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CABIN SPECIFY Each Trap 71 7.00 4.q. Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 4 115.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Udlibes ❑ Installation ❑ Other ❑' Describe Work: NEW 2 BR CABIN REPLACE EXISTING DWELLING Gas piping stem 1 - 5 outlets 15.00 I Buildingsewer 15.00 5.00 Mobile Home S G W (920.00 PERMIT FEE $,.:2q -on ELECTRICAL PERMIT I Fling Fee 20 -OC "OOVOR LES Main Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 1 force and effect. g�e 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. ❑ 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 f one hundred dollars ($100) or less.) ootemploy 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 with cc ly with those provisions. Date `l/ �/ 2 '� �/ Ignature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavation over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 48.00 NEW CONST. DV;LING OOCUP. 3.5QFo L!.0 OR AD. �' 3 cols T. MLI°CC NON.REBID. 97.50 aPOWELL o= C R. Ex. Occup. OurLETORFOCTUREs 020 p':00 LNS Ex. Occup. Di,T,Eis AEsID,°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 92.35 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 30. Q 30.00 Cooling Hood 8.50 6.50 Ventilation PERMIT FEt $ 61.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 COVRTYPE TOTALFEE$ 1,300.35 Haz. D FEES IMP FLOOD X CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ByPRJJ.09��Date PERMIT EXPIRES ON - I- provisions to do work paid. fe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IN, COUP tY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE-- OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 w, PERMIT APPLICATION DATA SHEET OWNER ASSESSOR PARCEL NUMBER: Proposed Building Use: (,/.9,0 /h/ Building Inspector: A/ Date: /.0- / 2 --O/ 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.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. 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! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installati ctions including Tie Down Specifications .------------------ •1 . Fees of $ ----------------------------------------------------, i2 .Impact fees as shown on the attached schedule. ------------- a, - � a- 4-5 alifornia Department of Forestry plan approval/fees.------�/ --_---10-0/- -------- ❑ 1. 3 Flood elevation certificate. ------------ --------------------------------------------------------------------------- Sanitation and plot plan approval 0111 CO Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ It plan and business license approval from the Ci of Bigg ---�-------- Planning approval for (A) Uses' ) arking: -• ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainaga;,egal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required- Request to Building Inspector on 1]21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ---------------------------------------------------- (Date) E123. Owner -Builder Verification (Given to owner ❑ ❑ , Mailed to owner 0) - -------------------------------------- ❑4 4e/, of signature authorization.------------------------------------------------;:,--------jj--------------------- �/ / . ecorded copy of Agricultural Acknowledgment Statement.--6���-------- ❑ 26. Letter of intent on building use.----------------------------------------------------------------------------------- , ❑ 27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. Fina 0433 A, ❑Grant Deed, ❑ M.H. Titl , ❑ Checleto H.C. $ . ---- ------1- 4elOther: � !/' � �1(r0i'1C�0 yg S'lnl0C- /2c'�l t. / i u slue the ermit ro�ce/ss as follows ❑Mail to owner, ❑Ma-i/l to contractor. .3 7 O 2 P� one Q' 7✓°� o land hold for pickup at �fT�� -office.Zleliver with inspector. L` a -u .ego Date. / Copy of Haz-Mat form sent ❑ Health ent, ❑ Fire Department, ❑ ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O . er: Date: By: 1. Index permit application for the above items numbered: l Plan Check List 2. Additional items required: 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 13phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildinion 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: Date: Yellow Copy - Department of Development Services, Building Division. , 9 INTER•DEPAR'I WWAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE- �— , ENVHL HEALTH, CHICO FROM: DATE: MY. HEALTH FMI CN WELDING FINAL FOR OWNER NAME: SEPTIC. WELL: MA.J� Atll�. O -&.a ADDRESWL,OCATION: � /���ld��l��/� Gomes aVaiea�orhda�a6old i __-_- SE—ONLY Plot Plan Attached u Floor Plan Attached Sant to B.D. TO: Building Department FROM: Environmental Hea.(th i SUBJECT: Sanitation Clearance _ Owner Location AP# Plan Approved for: Sewage Disposal _ Water Supply: Public Private Well i,—' Clearance for dwelling. Other ; Hold final for: ina earance O.K. for: NOTE: IL - Environmental Health Specialist 8/96 Date COUNTY OF BUTTE ~' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE PROPOSED BUILDING USE /IBUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $. - Revised Plan Checking Fee........................../J.... $ 2. SCHOOL DISTRICT FEES / (paid at District Office) v 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ �o Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES A.P. # 31 DATE /jD-Ia v[ RECEIPT # DATE REC. 0 -,s- ©z _�- 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) p p 7. SRA FIRE INSPECTION AND PLAN 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 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 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) DATE: PERMIT a:o �- ASSESSOR PARCEL R: C90 OWNER'S NAME: FEES (Amount and Purpose): REVISED PLAN CHECK: $ BALANCE OF FEES: $ - ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ 3 (j O . 00 CUA FEE: $ CSA 87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE. $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: ADDITIONAL VAL: $ (Check One) COUNTY l� CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) . School District &( Building Department No. t/�t \ � A.P. Number � /' ;F.6�y -t)!45 .l urisdiictti/on: City County Property Owner �U r l �il •C / 1. LA int h LY N Al Property Location/Address Subdivision Lot No. ................................................................................................ Residential Development Sq. Footage No o Living Mobile Home Addition] 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection)` .................................................................................................................... Commercial/Industrial j + - Sq' Footage New ` Addition (Including Exterior Roofed Areas) / ..30_0/ Building Department Representative Date Imoor runs reviewed oy bcnooi uistrnct rersonnei) District Identification No. Q� "1 School District certifies that J`iU r� If`1✓�i (� (Applicant) 4�2 a� / -�L r.,;l-+GG,i�r�1GG�G _e) 3 0 7.5 .S Y (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing / / OJ square feet. School District Representative ' Paid by Check ## / _% Remarks: (State) r _ t r (Zip Code) by payment of $ AB 2926 �. $ FULL MITIGATION $ . Date ,(� Vxk 167pr &_ 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 writte n you from challenging the imposition of the fees in any court action. v If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Fort. is tified by the applicable Local Planning Agency that this project is being reviewed under the Calif omia Environmen I ity Act (CEtlA), , project may be subject to additional school fees to fully mitigate its impact on the school district's schools. i I White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmml I BUTTE COUNTY PLANNING DI`JISION AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200 1 —0050645 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:15AM 31 -Oct -2001 REC FEE 13.00 CONFORM. .00 CONFORM .00 COPIES 5.50 Kristyy Page 1 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, pnnung, 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: Date /d —2 —7-0 State of Calif `o i County of y o c o ((( 441nr) I. RDAwerL On Z 7 a 0 0 before n personally appeared o, l�voc /'t'5 araC Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s),X/are subscribed to the within instrument and acknowledged to me that Kee/see/they executed the same in 10/bO their authorized capacity(ies), and that by h,A/l,dr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand ial se c Signature ✓ Seal: (MARK HICKEY Z COMM. #1189M < > •• NOTARY PJBLJC - CAI.FORNIA Z Z - YolOCOL1N Y05.2= ,, A.P. # IN 93-02300 ORDER NO. BU -124590 LP DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER LYING NORTH OF THE COUNTY ROAD KNOWN AS HUMBOLDT ROAD; AND THE NORTH HALF OF THE NORTHEAST QUARTER, ALL III SECTION 13, TOWNSHIP 26 NORTH, RANGE 4 EAST, M.D.B. & M. EXCEPTING THEREFROM THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF.SAID NORTHEAST QUARTER OF SECTION 13. ALSO EXCEPTING THEREFROM THE COUNTY ROAD KNOWN AS HUMBOLDT ROAD CONVEYED TO THE COUNTY OF BUTTE BY DEED RECORDED DECEMBER 12, 1930, IN BOOK 217 OF DEEDS, PAGE 450, BUTTE COUNTY RECORDS. PARCEL II:��6o -S mD _ ©cod' THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE WEST HALF OF THE NORTHWEST QUARTER. OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 26 NORTH, RANGE 4 EAST, M.D.B. & M. EXCEPTING THEREFROM ALL URANIUM, THORIUM OR ANY OTHER FISSIONABLE MATERIAL WITH THE RIGHT TO ENTER UPON SAID PARCEL II TO MINE OR REMOVE .THE SAME, AS EXCEPTED IN THE PATENT 'FROM THE U.S.A. TO JEAN M. MICKEY, ET AL, RECORDED SEPTEMBER 28', 1950, IN BOOK "I" OF PATENTS, PAGE 335, BUTTE COUNTY RECORDS. A3-02300 GRANTOR CONVEYS TO GRANTEE'WITHOUT WARRANTY, ANY AND ALL RIGHTS, LICENSES , PRIVILEGES, EASEMENTS (WHETHER PRESCRIPTIVE, BY IMPLICATION BY NECESSITY OR OTHERWISE) OF WHATSOEVER KIND OR NATURE RELATED TO OR USEFUL IN THE ACQUISITION, STORAGE,. CONVEYANCE, DELIVERY, MEASUREMENT, TREATMENT OR OTHER PURPOSES RELATING TO WATER USE AND ENJOYMENT UPON THE REAL PROPERTY GRANTED HEREIN. GRANTEE SHALL HOLD ALL SUCH RIGHTS, PRIVILEGES, EXPECTANCIES OR CLAIMS WHICH GRANTOR HAS OR MIGHT HAVE FOR THE USE AND ENJOYMENT OF WATER WHETHER THAT WATER ARISES UPON THE GRANTED PREMISES OR UPON OTHER LANDS. GRANTOR DECLARES THAT IF THIS CONVEYANCE OR ANY OTHER CONVEYANCE MADE BY GRANTOR SHALL HAVE CREATED A PHYSICAL SEVERANCE OF THE CONVEYED PREMISES FROM A STREAM, CHANNEL, SPRING AND OTHER WATER SOURCE, THAT NEVERTHELESS NEITHER THIS CONVEYANCE OR ANY PREVIOUS CONVEYANCE OR INSTRUMENT SHALL HAVE DIVESTED THE GRANTED PREMISES OF ANY RIPARIAN, A,sPROPRIATIVE, PRESCRIPTIVE OR ANY OTHER NATURE OF WATER RIGHTS. GRANTOR CONVEYS AND TRANSFERS TO GRANTEE ALL RIGHT, TITLE AND INTEREST OF WHATSOEVER NATURE OR KIND OF GRANTOR IN THAT CERTAIN WATER LOCATION NOTICE RECORDED IN BOOK C, MINING AND WATER CLAIMS, PAGE 124 BUTTE COUNTY RECORDS AND ANY OTHER CLAIMS OF WHATSOEVER NATURE OR KIND RELATING TO THE USE OR ENJOYMENT OF WATER UPON THE GRANTED PREMISES, THE MAINTENANCE OR REPAIR AND RECONSTRUCTION OF FACILITIES FOR SUCH USE AND ENJOYMENT WHETHER LOCATED UPON THE GRANTED PREMISES OR OFF OF THOSE PREMISES. • • • SITE PLAN REVIEW APPLICATION Date: I V—%3 O AN 060 Permit Number (if applicable) (31 — 'zLo 2 APPLICANT INFORMATION Parcel Size: Z A � Owners Name: IP'y 44 w E►2 L`)l,j IJ V D l: Owners Address: 22 2 2 (p I- GA E O LJ 63 tZD Z7 Y _ 61910'1 Telephone No.: S66— S9 y Situs Address:�pj{.J� Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile,Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Single Family Remodel ❑ Commercial Addition ❑ Commercial Remodel" ❑ New Industrial ❑ Industrial Addition ❑Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVEL OPNIENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally ApprovedRe Wob s tit �►p:�ro ❑ Site Plan Stamped Approved By Date O Page f of 5 Y ALL ITEMS CHECKED APPLY TOTHE PROPERTY Parcel Is In: Snow Load Area: TD �SD"D • ❑ 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: Ix t • Flood Panel No.: O 10 0 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 F-1AgriculturalAcknowledgement Statement I 1 Zoning: �/1 Applicable Building Setbacks: • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. is Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side °3 Q Side Street Rear Height Waterwav N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. is Page 2of5 I Applicable Development Fees: Standard Fees Amount Formula a ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff '. ❑ Drainage ' ❑ NCSP/CSA 87 ; ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------=------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender I ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) . I 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.. 6 Parcel Created By ' , • 0 ❑ Deeds: 8s— Date s—Date of Creation: "S`- J -7, & Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Legal Access Provided: ❑ No Legal Access Required - ❑ No 51 No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes �'�-n-t- 2r� r � ra-�r- � o n) �3i✓ ,4� P'U � � --}� � � , ; ❑ Parcel Deemed to be legal 1 ® Verify.Legal Parcel Verify Legal Access Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment I ❑ 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 i l -----------------------------------------------------------------------------------------------------------------�------------ Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: • ❑ Automatic fire suppression. sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Publ• 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: This information provided in this summary is based on the application information and on the best available data at the time of review. • C:\My Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 ����� i'f� Imo' � �-e-G��, , i, �A to. 1 ' v P1 �S 20 DEC w 200� I 6� •..l- M —'�- r —. jit_itis'�al:�i,�lisi#Ini���:ti!`dJei:t�t�t�iitrii.iil�ia.t'�t�fi`f�'i:l��! f Z Z CA s t ii itii ti iti � iiitttii i iii i�t i { t � t }t tt RESIDENTIAL PLAN C ° ID REVIEW GUE c ::`�c, a►.: a SINGLE FAMILY, DUPLF..YAND n_ _.� MISCELLANEOUS ONLY 0,. - er. _ ��( ,A � Q Building Permit Number: o Z Plans Examiner: L;,qdn 5,tnp on A. P. Number: b`'005, GEL ERAL: Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. �6- Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise Q SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: ,or Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 1 10110 of natural light and 5% of ventilation (Uniform Building Code section 1203). ) 3 Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". Toe minimum net clear operable width dimension shall be� 20". When %vindo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the ficor (Uniform Building Code section 310.4). SkN-lights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 fat 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not Iess than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1 fa ll habitable rooms except kitchens shall have an area of not less than 70 square fat and not less than 7 feet in y dimension (Uniform Building Code section 310.6.2 & 310.6.3). FCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). ater heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed W be sed for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening iaoo abath r bedroom (uniform Plumbing Code section 509.0). uel bumin; equipment shall not be installed in a closet, bathroom or a room readily usable as abedrroom. or in room compartment or alcove opening directly into any of these (Uniform Mechanical Code seedon 304.5). arage firewall separation - required on garage side including supporting walls and posts (Unitbrnr8 ode section 30'_.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes L nifor:n Building Code section 312.1). Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). mok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Showtir compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing Walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). eUCTURAL DETAILS: m0ed wall panels shall start at not more than 8 feet from each end of a braced A211 line. Braced wall Panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter 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 that do not comply With the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets calculations. erestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor construction details complete enough to construct building. evasions and wall commcdon details complete enough to construct building._ ,U,l_ � U. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). ical header siie(s). tud height. •gh expansive soil — special foundation design required. Rosining walls requiring design. • Gypsum wallboard nailing inspection required. 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 pro-ided by a registered professional engineer or architect that the design will allow equalization of In drostatic 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. MLSCELLAN'EOUS ITEMS: Stairwayun, details — landings, rise and nhead clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-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 requirernents. 12. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirement. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lever. Pzee = ;,f PROJECT PROCESSING RECORD APPLICANT: OWNER: PERNPT #: A. P. #. WORK DESCRIPTION: DATE DESCRIPTION OF STEP 5-4-()z- owvr- Cin e - C&J4 �-5 ����s October 26, 2001 Rolf Weidhofer 467 East 1 S` Avenue Chico, CA 95928 RE: Building Permit Application for 2 bedroom cabin AP# 060-250-005 Dear Mr. Weidhofer: B E A U m Y ULFAHTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 We have reviewed your permit application for completeness, and have found the following items which must be corrected or revised prior to our continuing to process your -permit application. I Complete cross section Show Header sizes Foundation plan and framing plan for deck 4. Show brace wall locations and type . 5. Complete framing plan for floor Planning Department approval for 2"d dwelling unit 7. Show North orientation on plot plan 8. Show window sizes on floor plan for 2"d floor 9. Show window sizes at stair and kitchen on floor plan Show access door to water heater compartment Upon receipt of revised plans, plan check processing can continue. If you have any question concerning this matter, please contact Russell, Bloomfield or Alice Mefford of this office, at 538-7541. Sincerely, qhiceMefford Supervisor, Staff Support Services cc: Rolf Weidhofer, 27276 Meadow Brook Drive, Davis, CA 95616 November 30, 2001 • Department of DevelopiOnt Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Lynn and Claude Rohwer 27276 meadow Brook Drive Davis, CA 95616 Assessor Parcel Number: 060-250-005 Building Permit Number: 01-2602 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: NON-STRUCTURAL COMMENTS: 1. How big is the rear deck? The plans scale 7 feet, but say 15 feet. Please revise all aspects of . the plans so the .deck is to scale. 2. The plans need to be signed by the draftsman. 3. Please provide a section, to scale, through the two- story portion of the house so that I may check headroom, height of studs, etc. 4. Gas water heaters are not allowed in bathrooms. Relocate it or show the access door out of the bathroom. (not to interfere with bathroom door) 5. Wall furnaces are not allowed in bedrooms or closets unless they are direct vent types. Please provide listings for both furnaces, showing them to be direct vent (including how they will be vented), or provide a different means of heat 6. Provide complete plans for the front porch including rafters, ridge, ties, beams, posts, and footings sized for the snow load. 7. Provide a complete and separate second floor -framing plan. Show the bearing walls and beam below. Provide the manufacturer, type, series, and spacing of the floor joists. They must be able to span 24 feet or you will need a bearing wall to support them mid -span with bearing down to the foundation. Typically 9'/i inch joists do not meet that span. Show the framing around the stairs and the foundation support for both sides of the stairs. 8. Provide the make, type, series and spacing of the first floor joists. 1 of 2 • 9. Provide a complete gravity analysis of the cabin by an architect or engineer. Have him size ALL headers, beams, footings, etc. using the snow loads shown on the trusses. Have him calculate any 2x6 studs over 14 feet tall. (At end walls?) 10. Your cabin does not meet the bracing requirements of the UBC. Provide a complete lateral analysis of the cabin by an architect or engineer. 11. Have the engineer or architect put all of his requirements on two sets of plans, and stamp and sign them. We will want 2 sets of his stamped and signed calculations also. 12. Provide a letter from the engineer that he has reviewed the trusses and they conform to his design. STRUCTURAL COMMENTS: 1. None, pending the above items. 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. Pay Balance of Building Permit fees in the amount of $not determined yet 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 2.3. SRA fees of $89.00. 3. Planning approval for a second dwelling on the parcel. If you wish to discuss any non-structural requirements in PART - I, you may -me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Philo Hunt, P E Plans Examiner Plan Check Engineer. 2 of 2 4 i 3 NorthStar ENGINEERING ` Civil Engineers • Planners • Surveyors NorthStar Engineering Job No.: 7620 TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Rohwer residence located at Meadows Edge in Butte Meadows as provided by Longfellow Lumber Company. 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 f 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 }F FAX -893-21.13 •4, Mort r ENGINEERING Civil Engineers • Planners • Surveyors . STRUCTURAL CALCULATIONS PROJECT: Rohwer residence LOCATION: 007.01""' Meadows Edge, Butte Meadows, CA - APN: 060-250-005 Lynn and Claude Rohwer JOB NUMBER: 7620 DATE: February -02 CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 Na: N/A Nv: N/A Pf. 162 psf 20 DECLARATION DRIVE CHICO, CA 95973 .� 530-893-1600 FAX 530-893-2113 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 184-A) Min. Footing Depth: 18 inches NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible'for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. } BUM COMM GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by other&&WAP D.EPARTM_E,'% the responsibility of NorthStar Engineering. • aPPRowE Page 1 of 2 3/7/0 2 l •, Calculation of Snow Loads per 1997 UBC Section 1.637-1644 Note: This spreadsheet does not reduce Pf by Cs, the roof slope factor. It also does not perform any calculations for sections 1644.3 -1648. General Information Pg = 180 psf Ce = 0.9 1= 1 Section 1640 - Roof Snow Loads Pf = Ce * I * Pg = 162 psf Section 1641 - Unbalanced Snow Loads, Gable Roofs Single -gable roofs Multiple -gable roofs II ridge lines Non II Roof Slope Slope Ridge Valley ridge slope #1 #2 snow load snow load Cv lines Slope #1 - 12.0:12 203 psf .,none 81 psf 486 psf 1.45 235 psf Slope #2 - 9.0:12 .203 psf none 81 psf 486 psf 1.45 235 psf Slope #3 - Section 1643 - Special Eave Requirements Eave = 2.0 * Pf = 324 psf Section 1644 - Drift Loads on Lower Roofs Wb = 26.0 ft Using Wb min = 50 ft for calculation hr = 10.0 ft hd = 0.43 * (Wb)^(1/3) * (Pg + 10)^(1/4)-1.5 = 4.4 ft D= 0.13 * Pg + 14.0 <= 35 pcf = 37.4 pcf > 35 pcf Using D max = 35 pcf for calculation hb= Pf/D = 4.6 ft (hr-hb)/hb = 1:2 ft > 0.2 Drift loads need to be considered. Wd = smaller of 4 * hd or 4 * (hr - hb) 17.5 ft Pm= D*(hd+hb)<=D*hr = 315 psf <= 350 psf Use Pm = 315 psf Page 2 of NorthStar, BY: SM / JR ENGINEERING DATE: 02/12/02 JOB NO: 7620 PG. of PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 GRAVITY ROOF: CORR. METAL ROOF / FELT. 2.5 psf LOADS 5/8" OSB OR PLYWOOD 2.0 psf FRAMING 5.0 psf INSULATION 2.5 psf 5/8" GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf. DEAD LOAD 17.0 psf SNOW LOAD (Pf) 162.0 psf TOTAL LOAD 179.0 psf FLOOR: FLOORING 2.0 psf 3/4" PLYWOOD 2.5 psf FRAMING 5.0 psf INSULATION 2.5 psf 5/8" GYPSUM WALLBOARD 3.5 psf ' MISCELLANEOUS 1.5 psf • DEAD LOAD 17.0 psf LIVE LOAD 40.0 psf TOTAL LOAD 57.0 psf LATERAL SEISMIC: Zone = 3 LOADS R= 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = SD FOR STIFF SOIL PROFILE 1= 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16 - Q Cv = 0.54 PER UBC.TABLE 16 - R Ct = 0.02 FOR ALL OTHER BUILDINGS hn= 22.0 ft T= 0.20 secs . V= 0.54 *1/ (4.5* 0.20)= 0.591 W Vmax = 2.5 * 0.36 * 1 / 4.5 = 0.200 W Vmin = 0.11 * 0.36 *1 = 0.040 W For seismic zone 4: Vmin = 0.8 * 0.30 N/A * 1 / 4.5 = N/A Maxsw%= 17% Lw = 2.7 ft AB = 1050 ft^2 r(max) = v*(10/Lw)= 17 % * 10 / 2.7 = p = 2 - 20 / (r -max * (Ab)^0.5) 2-20/ (0.62 * 1050 Use V = 0.200 W 0.62 ^0.5)) = 1.00 BY: SM / JR DATE: 02/12/02 JOB NO: 7620 PG. 4 of NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 E = p * VW = 0.201 W PER UBC EQ. 30-1 14.5 psf PRESSURE BASE SHEAR COEFFICIENT = 0.201 W / 1.4 = 0.144 W 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf IGNotir 0.84 = 15.8 psf Vertical distribution of force Level Story Ht. Ht. (hx) Wt. (wx) Ht. x Wt. h*w/Eh*w VEQ Fx (�E� Roof 9 ft 17 ft 171.1 k 2908.7 0.90 27.4 k 0.160 wxALL 1st 8 ft 8 ft 41.3 k 330.4 0.10 3.1 k 0.075 wx pES� E = 212.4 k 3239.1 Base V = 30.5 k WIND: EXP = B SPEED = 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 0.62 Cq*qs*Ce = 11.7 psf 15'-.20'= 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf 30' - 40' =' 0.84 = 15.8 psf 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 waterproofing 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). .:. 20 DECLARATION.DRIVE DATE:: X013 No:: :2c, .:::.. > E N::G I N E E:R I N G . CFiICQ, CALIFORNIA :::.53o-e93-1siio . PAGE S OF Civil Engineers •.Planners•Surveyors FAX 530=893-2113 BY: DATE: JOB, NO:C> %`(o-t- rthStar'.. No.. I -E,:R 1. N. 20 DECLARATION N IXO5bk' -636-80-1660---­ PAGE-' OF` . nners*Su Civil . EngineersoPla rv"e'yors FAX -993-2113 X 530 BY: St., p 2 DATE: O`Z —a Z JOB NO: 'J PAGE _-7 OF NorthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE: CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 -BLOCKING. -I - I/2"' GYPSUM WALLBOARD ON STUDS SPACED 0 2411 O.C. MAXIMUM. �I f DRYWALL-SCREWSho- l"-O.C. TO ALL`STUDStITOP AND'-BOTTOM-PL+A I Wo, ND -2x- -Al L-iYERTI �AL--EDGE5-5HAL--L'-BREAK ONS At STUD.-BL-OGKIG-15- REQUIRED FOR_ALL_1! 10 IZO.NTALI EDGES._CAPACILY�lO0-V-F_T ► I l l l l l l l l l l l r l 1 I I 1 - =MEMBER _ _I 1 1 J-4 �1._ I _ 1 I_ I 1 I 1 THERM, PLY" STRUCTURAL�GRADE SHEATHING WITH 16 GAUGE -GALVANIZED STAPLES; I" CROWN x�-I = t/4" -LEG -CROWN j SHALL -BE IN-L:+INE-WITH-FR'A IN, !AT 3=rO:G:�EOGE-12" FIEL-D.-AL-L WITH-5L--OGKIING' REQUIRED-�-AL- L-EDGE5. �C�PACITY 2.O.00i/_FST. j_�__ 1 � ;,_ �J I �, i 1 d i i 3/"8 CDX,-PLYWOOD ON-S,T�DS SPACEDI0-SPA,-O:C�'MAXIMUMVITH-8d �J6n O:'C—. EDGE,-12'=O:C� . F1EL-D.-A'L-L�-VERTICAL-EDGES-SHALL-BREAK! ON A STUD. - BLOCKING_15_REQUIRED-FOR_ ALL_ HO_R1Z.0_NTAL_EDGES j CAPACITY -- 260 %FT. i i i i E 1 1 . t r r r , --, _ U_MA>dMUWWITH_86_di_i;, I_1_ �I_ I ALTERNATE -BRACED -PANEL= 3/8" CDX-PLYWOOD ON'-5TUD5 SPACED -24 ''-OAC__-EDGE,�12"i OAC. �FIEL-D.-AL-L-YERT!GA, I -EDGES; SHAL- -BREAK_ON_;A_S_T.IJD:_BLOCKINGIS�REQLURED_FO.R_ALL-HO_RIZ�ON_T.ALiEDGES� INSTALL .I/2 DIAMETERJANCHOR BOLTS �W1TH�7 MIN. EMBEDMENT; a IPANEL QUARTER POIN-T5 l2 BOLTS PER I I)-1N5TALLtHOL1DOWNS AS 1 'F_4t A l l l l r -1 1 1 ON -PLANS:; : �f --I—I—I I -1 1 1-1 iT-I—I .rJ O:C. --- -- ©STIaDS; 1 4_4_13' T/, 8 I STUCCO ON 5TUD5 5PACED! TOP�AND,B+OTjT-m -(PLATES NO ' GAGE-STAP'L-E�,-7-� 8 j-L-ECS-�-h"-O:C*-MAX. 0 ;24 O.C. MAXIMUM. NAIL OR 5TAPLE TO WITH-NoTil GA'GE,-I f I/2"-LONG,-T/t6"-HEAD TO} -AL -L STUDS, AND TOPS AND ----180 �_/;F_T.- ALL OR NbrthStar Engineering Title: Job # 7(Q Z .O 20 Declaration Drive Dsgnr. SP,( Date: 8:52AM, 14 FEB 02 Chico, CA 95973 Description Page 18 -of Scope: Rev: 550100 User: KW 0603075 Ver 5.5.0 25-5ep-2001 Timber Beam & Joist Page 1 (c)1983-2001 ENEitCALC Engineering Software d:\lobs\7620 Ivnn rohwer\7620 rohwer.ecw:Calc Description rohwer residence Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 61 B2 S3 84 Timber Section 45.00 5.125x12.0 6x12 2x8 4x8 Beam Width in 5.125 5.500 1.500 3.500 Beam Depth in 12.000 11.500 7.250 7.250 Le: Unbraced Length ft 1.33 2.00 1.00 1.33 Timber Grade 720.00 Douglas Fir, 24F - V Douglas Fir - Larch, Douglas - larch, Douglas Fir - larch, Fb - Basic Allow psi 2,400.0 875.0 -Fir 875.0 875.0 Fv - Basic Allow psi 190.0 85.0 95.0 85.0 Elastic Modulus ksi 1,800.0 1,300.0 1,600.0 1,300.0 Load Duration Factor 1.130 1.000 1.000 1.000 Member Type in Glul-am Sawn Sawn Sawn Repetitive Status No No Repetitive No Center Span Data in -0.051 -0.112 -0.098 -0.056 Span ft 6.00 9.00 6.00 5.00 Dead Load #/ft 225.00 205.00 15.00 34.00 Live Load #/ft 2,120.00 480.00 240.00 540.00 Results Ratio = 0.5371 0.7858 0.8886 0.7585 Mmax @ Center in -k 126.63 83.23 13.77 21.52 @ X = ft 3.00 4.50 3.00 2.50 fb:Actual psi 1,029.5 686.5 1,047.9 702.0 Fb:Allowable psi ' 2,706.8 873.7 1,296.9 1,222.3 Bending OK Bending OK Bending OK Bending OK fv : Actual psi 115.3 57.9 84.4 64.5 Fv : Allowable psi 214.7 85.0 95.0 85.0 Shear OK Shear OK Shear OK Shear OK " Reactions @ Left End , DL lbs 675.00 922.50 45.00 85.00 ' LL lbs 6,360.00 2,160.00 720.00 1,350.00 Max. DL+LL lbs 7,035.00 3,082.50 765.00 1,435.00 @ Right End' DL lbs 675.00 922.50 45.00 85.00 LL lbs 6,360.00 2,160.00 720.00 1,350.00 Max DL+LL lbs 7,035.00 3,082.50 765.00 1,435.00 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.005 -0.033 -0.006 -0.003 UDefl Ratio • 14,578.2 3,234.1 12,546.1 18,132.8 Center LL Defl in -0.047 -0.078 -0.092 -0.053 LIDO Ratio 1,547.2 1,381.2 784.1 1,141.7 Center Total Defl in -0.051 -0.112 -0.098 -0.056 Location ft 3.000 4.500 3.000 2.500 LIDO Ratio 1,398.8 967.9 738.0 1,074.1 a BY: SM / JR NORTHSTAR ENGINEERING 02/12/02 20 DECLARATION DRIVE JOB NO: % & Zv CHICO, CA 95973 ' PG. j� OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: C! = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 1.5 IN LENGTH (L) = 9 FT L / DEPTH = 19.64 OKAY < 50 AREA = 8.3 SQ.IN S = 7.56 CU.IN ' Ke = 1 SEE UBC SECTION 2307.3 KCE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf 1.3 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1170 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = 1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 1244.4 FcE = KcE*E' / ( (L/d)(L/d) ) Pc = 989 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SQRT((1+FcE /Fc*)/2c')((1+FcE /Fc*)/2c') (FcE /Fc*)/c')) , LOADING CONDITIONS: AXIAL LOAD = 6100 LBS fc = P / A = 735 PSI Pc = 989 PSI OKAY Fc > fc WIND LOAD = 15.6 PLF r MOMENT 1895 IN -LBS (MAX.) F' b = 1556 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 251 PSI UNITY CHECK UNITY =(fc/Fc)(fc/F'c)+fb/Fb[1-(fc/'FcE)] < 1.0 OR ELSE NO GOOD' UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X6 DOUGLAS FIR LARCH #2. STUDS @ 16" O.C. BY: SM / JR 02/12/02 JOB NO: -7 G Zo PG. 10 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: C! = 0.8 , .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 1.5 IN LENGTH (L) = 11 FT L / DEPTH = 24 OKAY < 50 AREA = 8.3 SQ.IN S = 7.56 CU.IN Ke = 1 - SEE.UBC SECTION 2307.3 KCE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf = 1.3 • SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1170 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) Fc 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = 1755 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE' = 833.3 FcE = KCE*E' / ( (L/d)(L/d) ) Fc = 729.5 PSI Fc = Fc*( (1 + FcE / Fc*) / 2c' - SQRT((1+FcE /Fc*)/2c')((1+FcE /Fc*)/2c') (FcE / Fc*) / C! LOADING CONDITIONS: AXIAL LOAD = 3850 LBS fc = P / A • = 464 PSI F'c . = 729.5 PSI OKAY 'Fc > fc WIND LOAD = 15.6 PLF MOMENT = 2831 IN -LBS (MAX.) F" b = 1556 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 374 PSI UNITY CHECK UNITY =(fc/F'c)(fc/Pc)+fb/Fb[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X6 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. CONTINUOUS FOOTING DESIGN Longitudinal direction F'c: 2.5 ksi Fy: 40.0 ksi Allow. soil brg.: 1.5 ksf Lt. wt. conc. factor: 1.00 Soil density: 110 pcf Concrete density: 150 cf North St -r ENGINEERING Civil Engineers • Planners • Surveyors Load factors - DL: 1.40 LL: 1.70 Long. bar size: 4 Min. reinf. ratio: 0.0020 UNIFORM DL (wDL) = 500 plf UNIFORM LL (wLL) = 2420 plf STEM WALL WIDTH (wSW) = 8 in FTG THICKNESS TO TRY (t) = 12 in DEPTH TO LONG. REBAR (d) = 8.50 in FTG WIDTH TO TRY (W) = 2.0 ft SOIL BRG (q) = (wDL + wLL + ftg wt - soil wt) / (W) = 1.50 ksf <= 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 1.50 ksf OK LONG. REINF. REQ'D (MIN.) = 0.0020 * t * W * 12 = 0.56 sq in OR ' (3) # 4 AT 3" CLR. BOT. ----------------------------------------------------------- Transverse direction ULT. UNIFORM LOAD (wULT) = 1.40 wDL + 1.70 wLL = 4.81 klf DEPTH REQ'D - BM SHEAR = 1.31 in ACT. -"d" TO TRANS. REBAR = 8.00 in TRANS. REINF. REQ'D (ULT.) = 0.02 sq in — 0 sq in (NOT REQ'D) USE: 2.0 FT WIDE x 12 IN THICK FOOTING W/ (3) # 4 LONG. AT 3 IN. CLR. BOT. Page I I of 1.4 '0.01- 0.97 0.97 1.00 1.00 1 1.40 0.66 0.69 8.00 12.00 0.001 0.01 0 �Z9 0 - --, 1- -- I --; - �� - 3.2 10.0 1 46 1.46 1.50 1.50 1.42 1.14 1.42 8.00 12.00 0.010 0.03 0143 _ 0 -5-7 070 1:95 1-95- -2"00 2:00� 1-43- -1.61 2:21 -8'00- 12:00- 0:022 -0:07 0158 0 1 I' i ( , + I ' 1 I I 1 I I 1 -9:0---0:0 2:45 2:45- 2:50- 2:50 - 1:44- -2.-10 3:07 -8:00-- - 12:00- 0:039- -0.-15- - 0172- 0 � ( � ( � 1 I I e I I 1 I 1310 _ 0.0 _2:9-4_ 2.9F4_ -3.0.0_ 3...0.0 1:44- -2.58 3.94 8.00 12.00_ 0.060 0.271 0186 0 1 + --(--1 1-0 -'I-- -Y'--1_- 1715 0.0 3!42 3.42 3.50 3:50 1.43 3.03 4.78 -8.00 12.001 0.083 0.43 1.01 0 23 0 0.0 3!92 3.92 4.00 4.00 1.44 3.52 5.68 8.00 _110 1-2.00 0.9111 -0-67 1:115 -0 1 I 1 I 4 29.0 0:0 4.40 4-4i0- 4'50 4:50 1-43- -3.98 -6.55 -8.00- 12:00- 0.-142 -0:97 1.30 0 36 0 00-4190--.4-.90--5700--5.,00---I..4;4--1.48-- 7...4.7 1_4.00- 1.8.00_ 0.063 _0..7.7 211.6 0 4310 0.0 5135 5.35 5.50 5.50 1.42 4.90 8.30 14.00 18.00 0.077 1.02 2138 1 5110 0.0 5.83 5.83 6.00 6.00 1.42 5.35 9.17 14.00 L18.00 0.092 1.34 2.59 1 --' '--1 w 60.0 0.0 6132 6.32 6.50 S_ 0 1-42 5-83 -1-0. 8-- -"14-00- 1'8:00- 0:1"109 -1-72 2?81 1 70 0 0:0 683 6:83- 7:00 7:00 1-43- -6.-33 11101 14:00- 18:00- 0-129 2-18 3102 2 I 4 ( I i I I 1 I 80.0 0.0 7 �30 7.30 -7.50 7_ i50 1..-42- -6.78 11.88 1-4..0.0_ 1$. QOr 0.148 -2.69 3.24 2 91 �.0 0.0 7 �79 7.79 ! 8.00 8 ;00 1.42 7,.25 1278 14.00 1$.00 0.169 3.29 314613 - I _ I --I !--i-1--! 1-I-1=1-- --1=1-1--1=! _ ! - 1--4--=1=1-1�1�1--1--1-1-1= � N = O n iC w P cn o D D C., co r- M c _p 0o w z z i0 Co D p w cc 70 cc"n < � m - F'c: 2.5 k .i All ow. soil Fy: brg:: 40.0 k9i 1-5-ksf L-t-vut. conc4act.: 1:06 1.4 '0.01- 0.97 0.97 1.00 1.00 1 1.40 0.66 0.69 8.00 12.00 0.001 0.01 0 �Z9 0 - --, 1- -- I --; - �� - 3.2 10.0 1 46 1.46 1.50 1.50 1.42 1.14 1.42 8.00 12.00 0.010 0.03 0143 _ 0 -5-7 070 1:95 1-95- -2"00 2:00� 1-43- -1.61 2:21 -8'00- 12:00- 0:022 -0:07 0158 0 1 I' i ( , + I ' 1 I I 1 I I 1 -9:0---0:0 2:45 2:45- 2:50- 2:50 - 1:44- -2.-10 3:07 -8:00-- - 12:00- 0:039- -0.-15- - 0172- 0 � ( � ( � 1 I I e I I 1 I 1310 _ 0.0 _2:9-4_ 2.9F4_ -3.0.0_ 3...0.0 1:44- -2.58 3.94 8.00 12.00_ 0.060 0.271 0186 0 1 + --(--1 1-0 -'I-- -Y'--1_- 1715 0.0 3!42 3.42 3.50 3:50 1.43 3.03 4.78 -8.00 12.001 0.083 0.43 1.01 0 23 0 0.0 3!92 3.92 4.00 4.00 1.44 3.52 5.68 8.00 _110 1-2.00 0.9111 -0-67 1:115 -0 1 I 1 I 4 29.0 0:0 4.40 4-4i0- 4'50 4:50 1-43- -3.98 -6.55 -8.00- 12:00- 0.-142 -0:97 1.30 0 36 0 00-4190--.4-.90--5700--5.,00---I..4;4--1.48-- 7...4.7 1_4.00- 1.8.00_ 0.063 _0..7.7 211.6 0 4310 0.0 5135 5.35 5.50 5.50 1.42 4.90 8.30 14.00 18.00 0.077 1.02 2138 1 5110 0.0 5.83 5.83 6.00 6.00 1.42 5.35 9.17 14.00 L18.00 0.092 1.34 2.59 1 --' '--1 w 60.0 0.0 6132 6.32 6.50 S_ 0 1-42 5-83 -1-0. 8-- -"14-00- 1'8:00- 0:1"109 -1-72 2?81 1 70 0 0:0 683 6:83- 7:00 7:00 1-43- -6.-33 11101 14:00- 18:00- 0-129 2-18 3102 2 I 4 ( I i I I 1 I 80.0 0.0 7 �30 7.30 -7.50 7_ i50 1..-42- -6.78 11.88 1-4..0.0_ 1$. QOr 0.148 -2.69 3.24 2 91 �.0 0.0 7 �79 7.79 ! 8.00 8 ;00 1.42 7,.25 1278 14.00 1$.00 0.169 3.29 314613 - I _ I --I !--i-1--! 1-I-1=1-- --1=1-1--1=! _ ! - 1--4--=1=1-1�1�1--1--1-1-1= � N = O n iC w P cn o D D C., co r- M c _p 0o w z z i0 Co D p w cc 70 cc"n < � m - CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 Project Address'........ ******* Butte Meadows *v6.01* Documentation Author... Marty Runnells ******* Bui ing Pg&X it Energy Calculation Services 1907 Mangrove Avenue, Suite E P n C ec Date Chico, CA 95926 530-894-8466 Field check/ Date Climate Zone.:......... 16 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1359.5 sf .Single Family Detached New Front Facing 180 deg (S) 1 2 .Raised Floor of floor area 0.58 Btu/hr-sf-F 0.65 10.8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 Roof n/a R-38 Floor n/a R-19 Orientation Area (sf) Window Front (S) 16.0 Window Front.(S) 40.0 Window 'Front (S) 4.0 Door Front (S) 20.0 Window Front (S) 24.0 Window Left (W) 24.0 Window Back . (N) .12.0 Window Back (N) 17.5 Door Back (N) 20.0 Window Back (N) 16.0 Window Right (E) 20.0 Window Right (E) 20.0 R-n/a R-19� R-n/a =tR-38\ R-n/a R -19j FENESTRATION 0.065 PLAN FRONT, KNEE WALL LEFT, BACK, RIGHT 0.025 VAULTED TRUSS 0.037 RAISED FOUND. U- Interior Exterior Factor SHGC Shading Shading O,c60O-' 0.650 Standard Standard 0.550 0.650 Standard Standard 0.570 0.670 Standard Standard 0.550 0.650 Standard. Standard 0.600 0.650 Standard Standard 0.600 0.650 Standard Standard 0.600 0.650 Standard Standard 0.600 0.650 Standard Standard 0.550 0.650 Standard Standard 0.600 0.650 St a tandard 0.600 0. M6 tandard 0.600 0. rD ► Standard V'W r L Over- hang/ Fins None None None None None None None None None None None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Proi ect Title . - _ .. _ _ _ _ _ The RnwP rah; n MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run-1359.5'SF Res.- Submittal HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Wall 0:670 AFUE n/a None R-n/a n/a n/a NoSetback NoCooling 10.00 SEER No Attic R-4.2 'No No. NoSetback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) *R -value Storage- -Gas ----,-—Standard _ T 1 .62 40 - R= n-/aj SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project•Title.......... The.Rowe Cabin Date..10/09/01 12:22:54 MICROPAS6 v6:01 File -01369S Wth-CTZ1-6S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal COMPLIANCE.STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, -Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER.. Name.... Company. Address. Phone... License. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. , date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone..: 530-894-8466 Signed.. %O o QI (datEF— MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1F. Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 Proiect Address .....___ ******* Documentation Author... Climate Zone........... Compliance Method...... Butte Meadows *x6.01* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 16 MICROPAS6 v6.01 for 2001 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b) Loose fill insulation manufacturer's labeled R -Value. *150(c) Minimum R -13 -wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er / ment z to exterior mass walls). *150(d) Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets -insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed:to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weathers tripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f) Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper -and control. c. Flue damper and control 2. No continuous burning gas pilots allowed. Na. — �_z _LJ1A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 g MF -1P Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 1.10 -113: HVAC equipment, water heaters, showerheads and faucets er ment certified by the Commission. 150(h): Heating* and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback'thermostat.on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of, R-12 or greater_. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation -or R-16 combined internal/external insulation. 4. All buried"or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. G. 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 sections 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 backed rubber adhesive duct tapes unless such tape is used in combination with mastic anddrawbands. 2. Exhaust fan systems have backdraft.or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance Beating 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce 150(k)1: Luminaires for general lighting in •kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 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 -2R Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 Project Address...... ******* Butte Meadows *v6.01* Documentation Author... Marty Runnells. ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check./ Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 16 Compliance Method...... MICROPAS6 v6.O1 for 2001 Standards by Enercomp, Inc. MICROPAS6. v6.01 File -013695" Wth-CTZ16S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf -yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Design Proposed Compliance Design Margin 36.33 38.34 -2.01 6.66 6.73 -0.07 16.89 14.07 2.82 59.88 59.14 0.74 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned:Floor Area..... 1359.5 sf Building Type. ............. Single Family.Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones.... 1 Conditioned Volume......... 14738 cf. Slab -On -Grade Area......... 0 sf Glazing Percentage......... 17.2 % of floor area Average Glazing U -factor... 0.58 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 10.8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 136.0 14738 1.00 Yes NoSetback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 g C -2F. Project Title.......... The Rowe Cabin Date..10/09/01 12:22:54 MICROPAS6 v6.01 File -01369S Nth -CTZ16S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Floor :Orientation HOUSE Wall NoCooling Area U- Act Exterior Shade Interior'Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front Front (S) (S) OPAQUE SURFACES 0.650 0.650 180 Area (sf) U- factor.R-val Insul Act Azm Tilt Solar Gains Form 3 Reference Location/ 0.570 0.670 180 180 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Comments 289 78 0.065 0.065 19 19 180 90 Yes None PLAN FRONT 387 0.065 19 180 270 90 90 Yes Yes None None KNEE WALL 313 0.065 19 0 90 Yes None LEFT BACK 93 371 0.065 0.065 19 19 0 90 90 90 Yes Yes None None KNEE WALL 1312 0.025 38 180 37 Yes None RIGHT VAULTED TRUSS 1008 0.037 19 n/a 0 No None RAISED FOUND. 0.650 0.650 0 90 FENESTRATION SURFACES Standard/0.76 Area U- Act Exterior Shade Interior'Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front Front (S) (S) 16.0 40.0 0.600 0.550 0.650 0.650 180 90 Standard/0.76 R -value Standard/,0.68 .62 40 Front (S) 4.0 0.570 0.670 180 180 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Front Front (S) (S) 20.0 24.0 0.550 0.600 0.650 0.650 180 90 Standard/0.76. Standard/0.68 Left (W) , 24.0 0.600 0.650 180 270 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Back Back (N) (N) 12.0 17.5 0.600 0.600 0.650 0.650 0 90.Standard/0.76 Standard/0.68 Back (N) 20.0 0.550 0..650 0 0 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Back Right (N) (E) 16.0 20.0 0.600 0.600 0.650 0.650 0 90 90 Standard/0.76 Standard/0.68 Right (E) 20.0 0.600 0.650 90 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/:0.68 HVAC SYSTEMS Minimum Efficiency Refrigerant Charge and Airflow Tested Duct Duct Duct Location R -value Leakage 0.670 AFUE n/a None 10.00 SEER No Attic WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type 1 Storage Gas Standard R-n/a n/a R-4.2 No ACCA Manual Duct D : Eff n/a -1.000 No 0.755 Number 'rank External in Energy Size Insulation System Factor (gal) R -value 1 .62 40 R- n/a COMPUTER METHOD SUMMARY Page 3 C -2P. Project. Title.......... The Rowe Cabin. Date..10/09/01 12:22:54 MICROPAS6 v6.01 File -013695 Wth-CTZ16S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans,*** *** installed to manufacturer and CEC specifications, and' *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS MVAC SIZING Page 1 HVAC Project Title.......... The Rowe Cabin Date...10/09/01 12:22:54 Project Address........ ******* Butte Meadows *v6.01* Documentation Author... Marty Runnells ******* Energy.Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 - Climate Zone........... 16 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -01369S Wth-CTZ16S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal GENERAL INFORMATION Floor Area................. Volume ..................... Front Orientation.......... Sizing Location......... .. Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design......... Summer Inside Design..:.... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1359.5 sf 14738 cf Front Facing 186 deg QUINCY 39.9 degrees 6 F 70 F 98 F 78.F 45 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts... ....................... Sensible`Load...................... Latent Load... ................. Minimum Total Load 10851 -3129 Bui lding Permit Plan C ec Date Field -Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -01369S Wth-CTZ16S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1359.5 SF Res.- Submittal GENERAL INFORMATION Floor Area................. Volume ..................... Front Orientation.......... Sizing Location......... .. Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design......... Summer Inside Design..:.... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1359.5 sf 14738 cf Front Facing 186 deg QUINCY 39.9 degrees 6 F 70 F 98 F 78.F 45 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts... ....................... Sensible`Load...................... Latent Load... ................. Minimum Total Load 10851 -3129 8703 2720 .n/a 6148 17080 ;2361 n/a :2325 0 1668 36633 1,8351 n/a 3670 36633 22021 (S) 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 Lhe HVAC designer's responsibility to consider all factors when selecting the HVAC 'equipment. 01/23/02 17:06 FAX 3329475 002 Economical, safe and convenient heat for both new and existing construction THREE MODELS: 14,000, 22,000 & 30,000 Btu/hr Chamberlain direct vent heaters feature attractive styling, low cost Installation, compact size, and heating capacities up to 30,000 Btufir. The safe, energy efficient, direct vent design makes the Ideal choice for new or existing construction. Choose the Chamberlain for bedrooms, garages, hotels, offices and schools. Heating costs have never been higher. So it makes good sense to use the most effective method of heating available. With Chamberlain heaters, you can choose natural gas or liquid propane. Both are less expensive than electricity or kerosene, and by heating only the area in use, no heat is wasted. In fact, you can save up to 90% of your installation cost because through -wall venting eliminates the need for flues, pipes, and chimneys. All venting mounts through -the -wall behind the heater. A convenient template for positioning the vent opening is included with all models. Installation is very flexible, as our standard heater comes equipped with vent fittings for a 5" to 9" wall thickness. And by using accessory vent extensions, a wall thickness of up to 24" is possible. For added convenience, the Chamberlain heater mounts off the floor. No carpeting to cut, and no worries about "kick damage" to the cabinet. 0 14,000 Btu/hr 22,000 or 30,000 Btu/hr DESIGN FEATURES J All vent material included —ready to install ❑ All models comply iMth federal efficiency and energy conservation requirements and are certified by the American and Canadian Gas Associations _-j 100% safety automatic gas shut-off F'11 Choice of wall or built-in thermostats (included with all models) ❑ No electricity required ❑ All combustion products vent outdoors ❑ Uses no inside air for combustion ❑ "Matchless" push-button Pilot Igniter ❑ Save energy —heat only the room you're in member oasroy Canadian Gan Assodollon ! A130CIptlOn _ / yj t conadlonno du got gam �A1 a`n'ti:., f11 "IM fj 01/23/02 17:08 FAX 3329475 DIRECT VENT SAFETY For clean, comfortable heat when and where you want it. The gas flame is completely sealed inside, away from all contact with room air. Air necessary for combustion is drawn into the chamber from outside through direct wall vent, and all combustion products are vented directly baric outdoors. Only dean gentle heat in continuous circ ulatiort is delivered into the room. Windows and doors can stay dosed because no room air is used for combustion. ca�+eusT�, oaooucTs MW ROW AIR �, vENTEO To aursmE iLtpANT r¢ji • I Cova S'Ch AAfQOU OUTS.O.0 j CM Row J iJ ourscE F. ENERGY EFFICIENT COMFORT Heating rooms individually allows comfort in areas being used white saving fuel cost in unused areas. HIGH CAPACITY BLOWER A heavy duty, quiet, optional blower is available for larger rooms, where faster heat circulation is desirable. Blower fits inside casing and is easily added to 22,000 and 30.000 Btu/hr models. Comes with a fully automatic fan switch. ®1994 WILUAMS FURNACE COMPANY INSTALLATION ❑ Using template provided, locate and cut vent opening through exterior wall. ❑ Attach heater body securely to studs on inside of wall. ❑ Slide vent cap, provided in same carton as furnace, onto tubes on outside of wall, secure and caulk. ❑ Install heater casing after making gas connections. ❑ Follow detailed installation and opera- tion instructions packed with furnace. ❑ Do not install in travel trailers or recreational vehicles. NEW! DESIGNER FACE PANELS Innovative customer appealing designer color face panels in Cherry Red, Classlc White, and Velvet Black. Easily fits all new and existing furnaces manufactured by Williams since 1978. SPECIFICATIONS Steady State Efficiency 73% 22DV-B 30DV-B Model Numbers Natural Gas — Wall Thermostat 1403622 2203622 3003622 Propane Gas — Wall Thermostat 1403621 2203621 3003621 Natural Gas — Built -In Thermostat 1403612 2203612 3003612 Propane Gas — Built -In Thermostat 1403611 2203611 3003611 F'revx3us Model Number 140V -B 22DV-B 30DV-B Input Btuthr Natural 8 Propane 14,000 22.000 90.000 Output Btuthr 10,687 16,462 21,849 Cabinet Width, 32% Cabinet Height To Floor 28' 32•/e 32'/: Cabinet Depth 7%; 1014' 10%' Gas Connection h• %, W Ship Weight 52 lbs. 79 lbs. 81 lbs. Maximum Wall Thickness' 24' 24' 24• •Optional accessory, standard venting shipped with tumace for up to a 9' wall thickness. "MATCHLESS" PILOT IGNITER All models include a Piezo pilot ignition and a glass observation door. Assures convenient pilot lighting without the matches. AUTOMATIC THERMOSTATS (No Electricity Required --included with all Models) All models available with your choice of a self - generating millivolt wall thermostat or a self- contained bulb thermostat with a full range of adjustment on the gas valve dial. All models feature 100% safety shut-off as standard equipment. Combustion chamber carries a ten year limited warranty. All other parts carry a one- year warranty. 8pecflications sutyect to change without notice. Photos are representative only. OPTIONAL ACCESSORIES Thin Wall Collar Kit For wall thicknesses from 1' to S. Installs with vent kit. Order model 9307. Vent Extensions Available in 15 and 24 inch lengths. To meet your installation needs, all models accommodate optional through -the -wall vent extensions up to a 24' maximum. Vent Cap Guard Protects pedestrian traffic from heat of vent cap. Model 9308. RECOMMENDED MINIMUM CLEARANCES O 2' from intersecting wall ❑ 18' from top of appliance to ceiling or other obstruction for 14036 Series. ❑ 24' from top of appliance to ceiling or other obstruction for 22036 or 30036 Series. INSTALLATION MUST CONFORM TO LOCAL CODES. Get comfort 112rom Williams -the widest line in the business! WILLIAMS FURNACE COMPANY - 225 Acacia Street - Colton, CA 92324 - U.S.A. (909) 825-0993 • (800) 266-0993 - Fax (909) 370-0581 or (909) 824-8009 Printed in U.S.A. All Rights Reserved L1109 10/94 c' CERTIFICATION OF INSULATION WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS, INC. LOT # 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 r ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ' , f ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 V 1V- DATE INSULATION COMPLETED ' •� _ oc' ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS O FORM BATT FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS © 0 © R -VALUE APPLIED R -VALUE APPLIED MIN. INSTALLED WEIGHT PER R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS SQUARE FOOT INSTALLED THICKNESS 7`T KNEE WA—Cff IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER 1@ W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MAT RI L AND RDS AND REGULATIONS SIGN A U E -VSULAT COT T TITLE Ma&,K® DATE SIGNATURE - GENERAL CONTRACTOR TITLE DATE REMARKS WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy .. .. ..... _ .. .. �� 1.11. `/ � � _. . - - � J 2 .I�. .. `_`) 3 V �: 1 .. .�_ �. J k'Wtic pterrP4 b* 14 -L <C0 MM FA APPROVED BLMe Oou r' Environmental Health N 01 tw) le C.-/ psL En'vironmental Health J U L 18 2001 Chico, Califomia Jura w Jov 14ipt L e, 060-250-005 01-2820 ROHWER, LYNN & CLAUDE MEADOWS EDGE, JONESVIL-1 DEMO CABIN 1 . r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �.r/► n� ZONING + BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ., ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ —✓ '" BUILDING ADDRESS 't .. n:. r Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: f` . t T :' 1 1. .s- r^ .' - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A' oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200L TO tOaoA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 3 ACC. BLD.. I 3.50 so IEZROE ID, � MULTI.OUTLET @7.50 APPARATUS a SINGLE OUTLET CIR. EX. OCCLI OUTLET OR FIXTURES) 20 ''50 @ BASO Ex. Occup. ounEEDTs APP EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (rhe 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. i X ' 1 r / Date r - Signature of Applicant - p19wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ , t HAZ. D. FEES IMP FLOOD CDF PARCEL po HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have ; By %I;;,:ice r1•,../ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date j Dale' Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF-DEVE--LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT M.O. (Rev. 12/96) APPLICATION AND PERMIT zg r) ASSESSOR PARCEL NUMBER !O ZONIN BUILDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADD SS 2727f; MEADOW BROOK DRIVE, DAVIS CA 95 CONTRACTOR'S NAME ONE CONTRACTORS MAILING ADDRESS 467 - FAST STREE-1, CHICO, CA 95926 CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER OWNM LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ' SUILDINGADDRESS MEADOWS EDGE, JONESVITLE, CA 99969 Energy Plan Checking Fee $ PERMIT FEE $ 35.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or. vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: DEM. CARIN FCR RE$�1M= OF 2ND DWELLING Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 500V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. -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. a ACC. BLAS. SO 3.50x: ppµpESID T. MULTI -OUTLET @7.50 POWELER APPARATUS 8 SI IN. OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I.50 OWNER Ex. Occup. .70 A" D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ 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 permitis 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 forthwi h comply with those rovisions. X Date // �_ U / Signature o pplicantOwner ❑ Contractor 13Agent An OSHA p k is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HA2 D FEES IMP I FLOOD CDF pARC0. PD I HD I ISSIE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which ees have been By Datce� PERMIT EXPIRES ON �! ^ provisions to do worn paid. OSQQ2_ fe ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. ' personally plan to provide the major labor and materials for construction of the proposed property improvement: YES)( NO 0 2: I HAVE HAVE NOT 0 signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: ,YAME: ADDRES�S: CITY: PHONE: 4.' I plan to provide portion supervise, and provide the NAME: ADDRESS: PHONE: 5. I will provide some of the work indicated: NAME CONTRACTOR'S this work, but I have hj ONTRACTOR'S the following person to coordinate, CITY: work but I have contracted (hired) the ADDRESS PHONE G�tD: PROPERTYOWNER SOCIAL SECURITY NO. persons to provide —D 1 NOTE: This Owner -Builder Verification is required by Section 198.31.and 198.31 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORiMATION � Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply , If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family; and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including 'state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information abouty our obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: rhir Owner -Builder Information is required by Section 19830 of the California Health and Safety Code- OVER ode OVER Demolition Permits Asbestos Notification Statement Date /1-.2--0 AP# IO&2 ,? (O --Oc3 Pursuant. to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of -my. written asbestos notification to the United States Environmental -.Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. i ature of Applicant 2/19/91 .. IPDNt�JCrc. November 2., 200.1 To --.-Office of Development Services.- Building Division, County of Butte We herein: submit-, our "Letter of intent" as to the fact that we are-;-buI;IdInq* a new 'cabin on Meadow -Edge Trail. in Jonesville. The new ,-c cabi-n­: i -s-- to-, rePlac&­:our, -.-80 year old. existing cabih- which ..is basically falling apart... We expect to compete the new cabin' . in the summer ummer of - 2.002• and willthen• proceed. with. thede.molition., of the -.old cabin and the planting of new -trees in its former location. -We cannot l finish the new cabin.., before- next,. summer as- the. area - . is - . s.. -.snowed in and the. - roads -,-are if-inacc6ssible.. --rom 'De * cember throughMarch. We .will ''need- -to,reside.in the.. -old cabin, during.construction. -of the- new one 'so'. that we - can - be there if any problems or -quest-ions arise. Sincerely, Claude and Lynn Rohwer 272'76 Meadowbrook Drive. D6vi s iCA'- 9 5 616 -(530) 75.8;--594.4-