Loading...
HomeMy WebLinkAbout017-250-019i� •"„r= a.,- 1 ' `,.,.;e.-"'�`. ..-. .w "s '•,�1i•„�. r,_ �.,, - ...i .. � �I f�, t� _ ... �� ��.... ��,-'�-'� "+.,.,�. � •Y '�� ._• q A.. �"""z.$ ooAP H�SO -�—r NL INS - ;; / H mbug Rd, 2 mi. of Sky- FRANK J. SOLINSKY way, Chico_ Skyway & Humbug Rd, Chico Permit# 155-75B P E M(n�, ! _ _—•_ . F (CERTIFICATE 'OF COMPLIANCE ` 8/26/81 t• •• ,;,, PERMIT #6044-75E(s) ADp7 EL CT I C rt F-©R. 155-75) S/Fc Apo E TE OF MERGER eran1 Solinsky ' _ { Hu= Rd, a �g pp. 1 mi.E.of Skyway contra Chico Custom Pools, Chico Z��� ' r P ermit-#560= 77-B P-;E (new--p-r-ivate_s_,aimming tt + l til i 7Permjt#a&�V�- 3 , 9 i • • Chico :- r P.E./M (new S1F)c 1 Irloc( 03-3264:: ANDERSON;:TOM ,'& SHERRY 200-HO 1\'EIrI:UNRD;,CHICO�,_„__� ' Cont. MARI:I3ALICEN CONST ADD & ItEMOD EX RESIDENCE • ' �'�! t lie' J I 9 n 7� z. NOTES RESIDENTIAL g ,&"�o�%� PERMIT NO. _ 011019 /6-3-3i64 I ANDERSON, TOM & SHERRY. 200 HONEYRUN RD, CHICO Cont: MARK BALKEN CONST + ADD & REMOD EX RESIDENCE ' J t. ti• i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS. •1 VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t a' I, JOB FINALED (D te) Q ` v ' Signature rkA,4 UA Y J=OK 0 = Not OK = NotReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Size -Spacing -Marriage Line 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) 5. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ • P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. 7. Well Clearance & Disconnect 8. 8. Utility Clearance 9. Tie Downs -Type -Installation Cert. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged . 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) - 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric _ 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 _ Date Card B-1 Date Card B-1 Date 'NCardB-- Date POOLS (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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = NotOKRESIDENTIAL - =Not AAppplicable . = Not Ready Date UN?,540LOOR (Plans) OK except #'s .. Z 'ng -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Grnd.-I " Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6! temwalls, Garage; Steel- Blockouts-Wra ed A 17 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test -46.--bT,-G6s Pipe; Size Anchors -Yard Gas Piping; Size Test --I-1-WaterPipe; Test -Anchors -Regulator -Service Test X12 Electric Underground •13. 2!�nums & Ducts; Clearance -Material -Support -Ins. Gir ers-Sills-Anchor Bolts-Joists-Vents-Crippies 15 ccess & Ventilation 16. Insulation Date Card B-1 ' Date Card B-1 Date 3 vy ,oi Card B-1 Date Card B 1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Datev Card B-1 Date Card B-1 Date • Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors -' 26. Size Boxes & No. of Conductors Stapled 4 04-27. ex Installed Close to Edge of Studs & C.J. 4 ;&L'Qq Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 9. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al _ 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B _ Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs _ (Single & Duplex) Date ¢a CJ-TVCling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rt 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection i 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 1�, pc�dQ 0 Shear Walls; Nailing -Bolts 1. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN lans OK except #'s Bff t. Steps -Door & Sidelight Protection -Landings Smoke Detector e8" Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection §�. Bedroom Exiting fd.F.l. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels -70: Stairs & Rails 4't' ireplace or Stove, Clearance -Hearth W. ec. Outlets at Wood Panel, Int. & Ext. ,feif. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 712177 Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure q6- A.C. Duct in Garage -Damper Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. irr Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)-Romex Protection 86. Insulation -Foam -Looked in Attic '94 -Guard Rails & Deck Construction -Post Caps -82- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes X82 Following Instld./Drive O Yes O No/Walks O Yes O No/Planters 0 Yes O No Stucco Brown -Finish A&- A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 47�. Water Well, Disconnect, Electrical, Plumbing -W. Exterior Elec. Trim, G.F.I. Receptacle -Underground -BAY yentilation Throughout House Oe Glass Protection Corrections from Previous Inspections -92- Gas Test -Meters Tagged, Gas -Electric .83 Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 9FY- Address Posted 96�Fire Spr' kler Date , .41Card B / Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 46 Headers & Beams -Size & Bearing I t .. COUNTY OF BUTTE BUILDING DIVISION '�. DEPARTMENT OF DEVELOPMENT SERVICES !' 411 Main Street - Chico, CA - (530) 891-2751 - 7 County Center Drive - Oroville, CA - (530) 53877541 r CORRECTION NOTICE it' I C] ✓1 OWNER PERMIT NO. T 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 � complet d. If you have any questions pertaining to this matter, or need additional explanation, r pleas contact this olfice immediately. C l IMLIUArghmmew e 1 Xy K, X'z l' P tr'' k / k�• DW4 ' v Inspector r: 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) 53877541 CORRECTION NOTICE OWNER PERMIT NO. A routin inspection indicates that the following violations of butte county Ordinances exist at the above ddress and should be corrected. Please notice this office when correction of work is com eted. If you have any questions pertaining to this,rriatler, or need additional explanation, ple se contact this office immediately. At). -T j ILI �.. 1. f l: % a +� ko 0 KC1 d :. 0-6 1, � h Date REV 10/92 Inspector � f 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 :4 , 9, V� Z�Z_3z164 OWNER PERMIT NO. A routine inspection indicates that'tfe following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed: If you have any questions pertaining to this matter, or need additional explanation,— please contact this office immediately. ` r � COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main St•`eet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 53&,7541 CORRECTION NOTICE OWNER PERMIT NO. A roullne inspection indicates that the following violations of butte county Ordinances exist at the above address and should'be corse t d. Please notice this office when correction of work is completed. If,,you•havvee any questions pertaining to this matter, or need additional explanation, please contacC&;office immediately. —�- �+ Date REV 10/92 i .4t I �j= � t 6N Inspectors r, i .4t I �j= � t 6N Inspectors COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 r; 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 NER 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, Date Inspector REV 10/92 Building Owner Building Location ENERGY INSTALLATION CERTIFICATE Building Permit 7r DESCR -2TION OF INSMATION ROOF Material &Aid/ X `AtIA Brand Name Thickness The=al Resistance (R Value),A,Al "s "ERIOR WALL Material Z 6rC � (,'/$rand Name 44,. -o Thickness(ia:hes) 6 yly The --mal Resistance(R Value) ,r.. CEILING Exs, n Batt or Blanket 7pe Thickness(inches) Loose Fill Type *y4n-1:m— Thickness (Inches) Area covered(ft.2) FLOOR, ELEVATED if Material r Thickness(inches) FLOOR, SLAB - Material Thickness(inches) Width (inches ) INFOMMATION WALL A Material Thickness(inches) Brand Name - . Thermal Resistance(R Value)_ Brand Name . Number of Bags__ Wt. per bag Ib. Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)__ I hereby certify that the above insu3a tion was installed in the above buildiag, •%.S consistent with- approved building department -plans --and attachments- *and con- forms with requirements of Chapter 2-53 of State of California Energy Requiremi -Ral"z,) L�y/�i r/ o� _ .5757y/ STATE CONTRACTOR'S LICENSE N0. 4z. In�ay OF ON APPLICATOR - - DATE 1 hereby certify the required features, devices, and equipment, a Building Department plans and attachments have been installed and ante standards and Chapter 2-53 of the State of California Energy BA L V EO Ct c4ucJ ibA BUILDING CONTRACTOR/ OWNER (Please Print) (FIRM NAMLE) SIGNATI OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE OF HVAC CONTRACTOR/ OWNER shown on the approved .conform to the appli- ,equirements. STATE CONTRACTOR'S LICENSE NO. OR; 916FE STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE KUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538754-1 •� PE AT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMB ZD S BUILDING PERMIT OWNER r j 1 �� rl�'C/�ry /© TEIEPHONE� /� So.FT.OCC. BUILDING VALUATION .OWN DRE ` ^ V CONT CTOR'S NAME TE ONE Q y CONTRACTORS MAIUNO D t"r 52560710-e CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ , BUILDING; Q e C Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT riling 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 ❑ Utilities ❑ Installation ❑ Other ❑ � Describe Work: 'Sn c,S , Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ I ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) and my license is in full rce and effect. ' /f License Class Lic. NO. ���� ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00NEW CONST. DWELLING OCCUR SO OR ADONS. ( a ACC. S.3.5¢FT, NEW CONST. MULTI -OUTLET NON-RESID. @7.50 PowER APPARATU a SINGLE OtlTLET CIR. .00 Ex. Occup. OUTLET OR FIXTURES aAL@':50 Ex. Occup. ouriEis R. D.) A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00126, 1. 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) �certify that in the performance of the work for which this permit is issued, I shall ot 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. ,,�yJ X � 'A-- Date 1W ' "Z — O' Signature of(cant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" dee and demolitionor nstruction of structures over 3 stories in heig t. Receipt No. 0 WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK-PPIECTOR GOLDEN ROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE HAZ. D FE IMP D CDF pgRC ISS This permit is hereby issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ova r which fees have been paid. By Dae 3 PERMIT EXPIRES ON Date) M M c Feb 01 02 08:13a P. 1• .. . 22 COUNTY OF BUTTE - DEPARTMENT OF D VELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541P RMIT No. Rev. 12/96) APPLICATION AND PERMIT �� 2 SSOR PARCEL NUMBER y�/ �- (J :GwNG��, S BUILDINGPERMIT SO. OCC. BUILDING VALUATION R � 1 r7bt �fONE —DO ADD __. __._ 1� Z qS� 1//.� IVB• /l/'�\ )i_ /V',l/! 1 ' •, ' f CO TORS MAI ADDRESS A I ND Ni CO TRUCTIONLENOER LENDER'S MAILING ADDRESS Fire IaCe i Total Valuation $- ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.0--�0 ARCHITECT OR ENGINEER'S MAILING ADDRESS -euaowononREss Permit Fee $ Plan Checkin Fee $ I • Energy Plan Checking Fee _ $ _ �(wv%vv� $ PERMIT FEE $ LAT NO. SUBONI9IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other avcclry Each Trap 7.00 Solar or heat um water heater __ 23.00 Water piping 15.00 / Each gas water heater or vent 15,001 TYPE OF WORK New ❑ Addition ❑ Remmoddeell ❑ Utilities ❑ InstaUetion ❑ Other ❑ Describe Work: (.I( C� d /r� `� �f% Gas piping system 1- 5 outlets 15.00 j Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ' G) d,4 1 d,4 no/ruam I ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service. 2ooA OR LESS 23.00 /� / [A /_\ D J1 v a �•__REW � OPERJVIIT FEE PAXb ; SRA SHERIFF ; Qi -m ; ��` � � � AMOVNT RECEMb ; � ���� /�� � *'IBMMR lim �% / ToiE wT "Iro cowvm ✓ Main Service 200A TO 1000A 46.00 NEW CONGr.DW ELLINO UP. 3.5Qso. OR ADONIS.A ACC. BLOS. FT. COS T. MULTI.OUTLET NO N•RESIO. CIRCUITS BRANCH@7.501 POWER APPARATUS 6 SINGLE OUTLET CR, l _ Ex. Occup. OUTLET OR FURURES 20 ® 1.00 SAL .50 EX. OCCU oFU(ED APPLNS. OR �rLtTn REslo. eA 5.00 _ Temporary Service 23.00 Mobile Home Facilities 20.00 Mise.Wirin 23.00 PERMIT FEE $ , MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 1 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ �• D. fEES P FLOOD CDF P d I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions " Resolutions to do work been -paid. - Date - ere -' ReceiptNo. WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 krsaq Silt ASSESSOR PARCEL NUMBE I v� O Proposed Building Use: a C%1 / b (m 4— (ow Q Counter Technician: Date: 2 Z /Items required in order to apply for a permit. All boxes MUST be checked OR rked NA in order to apply. ( 1.? Plot plans, 3 or 4 sets, signedty the preparer of the plans. �. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. LIN Flood Elevation Certificate, wet -stamped and sigged, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... Other Date Received By f16. ing items needed to issue the permit. (May require additio al N vie i�¢ ipt of the followinj items.) ees as shown on the attached Schedule of Fees Due Sheet......... ...� ....... tatement of Intent for Non -heated and A/C Buildings ..........................................,. anitation and plot plan approval from the Environmental Health Department in ity of Chico Plumbing permit........................................................................ ,❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... l7 19. Planning approval for (A) Use: D 1<, (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... O 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for ' required ................ O 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... '❑ 27 Recorded copy of Agricultural Acknowledgment Statement .................................... ��❑ 28. Manufactured home utility clearance ............................ ❑ 29160 VF *en Existing violations and/or expired permits......................................................... ❑ Grant Deed, ❑ M.H. Ti le/Statement of Facts, ❑ Letter from LegalOwner, ❑Check to HOther: Qssued Telephone k and hold for pickup. I have been informed °of�the above items and requirements' for obtaining a building permit. . Applicant- ' `��� �.._____ Date: -140 001 1. Index permit application for the above items numbered: j Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, 0 counter4, by Date: Contractor, designer, owner, was advised ofthe above data by ❑ phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date: -.:1 Plans approved by: Date:. . Structural reviewed by: Structural approved by: Dat Note transfer by: Dafe:a` "k- wYelloiv: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE FEES DUE OWNER : [/-5 @/) (T `i' SCF 1 :PR:OPO%BTUILDING USE ' "( h oilILDING PERMIT FEES GSC Balance Due ....................... $ ✓ ✓✓ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SC OL ISTRIC F E v" � ` W 17 flj�j (Pd t ' t ' e) bl C, ) 3. S F FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5.AT CO DIT ES )( 1 f r c / 6. THE LITO DRAINAGE DISTRICT FEES 7j/// $510.00 (paid at Building Division) 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 A.P. # DATE RECE # _ DATE REC. I EO4 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. FAMMIGGIM 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number:'at the location of 7—,o® Assessor Parcel Number: 0 A for the construction of an addition does not equal or exceed the definition of "Substantial Improvement I am aware the building site is in a flood - plain area, even though I am not required to comply with the flood plain management criteria. Property Owner: Address:. PhoneNumber: t� Date: `zc, , 1 R n Ar Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the.market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. I DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain APN: i l — —5 0i.® _ OiQ Existing Building: DATE: IR USE AREA SF -VALUE TOTAL X x = X X _ X x X X = X X = X x = (Existing Structure Value (ESV): Proposed Addition -Remodel. USE AREA SF -VALUE TOTAL X 9 x Z Cr__0 X x X X - x X = X X — X X = Remodel Contract: Improvements Value (IV): ��� Boo Improvement Percentage = IV ESV oc<5 If improvement percentage equals or exceeIds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. `^`� - �;•+ , .�^+7, . 7+� �,• . sr .-i -r. r%•Tva�•r'T.4 ^.C.... ,yam,,.'. -i, _-..., .•.� .. -�-, � . , + .. .r •,,`• • , .f a �J BUTTE COUNTY PARKS U$iWWPM-ENT FES CERTIFICATION FORM o CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Num'er(s) D 11 V gD� O/ `: rT/ // � L �� / _ Property Owner Project Location/Address Subdivision Lot Number(s) Residential Development: (check one) New Development V Alteration/ dditi ,r Total Number of Dwelling Units e (J _Mobilehome(s') _Non -Residential to Residential Comment: Building Depar ,. Chico Area Recreation and Park District ('eA'R ) kcertif,;es that, Applic Street Address) one Number r ....,Cv ,� A (City) (State), (Z-ip Code) has complied w "re em , o Bu to Co. Resolution No. 90-140 by J ..,••-,� r.. r.� payment fo )dwelingun'ts @ $1,189 for total payment of $ �. /� ..o CARD Representative .Date PAID BY CHECK NO. REMARKS: ? th e Co BANK NO. PAID BY CASH RECEIPT NO. Distribution: -White--Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) f iy' School District (/ (/V Building Department No. A.P. Number ✓ ?1�- l / Ju iction: CI County s Y 44 Property Caner�hvlm—,11J?� Property Location/Address 'f/// / U / "= / L V Subdivision Lot No. Residential Development Q No of Living Mobile Home Units Installation. ndustrial Q W, ,ig Department ......................................... .�..................:.................................. f Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection) s.......................................................................1............................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (including Exterior Roofed Areas) • Date District Identification No.' N)4 0,lAL School District certifies that (Applicant) 5Z0 <%o42�a--t"off- //a0 (Street Address) (Phone Number) a/ 9:22� (City) (State) (Zip ode) has complied with the requirements of Resolution No. representing a 9 ` square feet. School District Representative (22— by payment of $ F 2926. _ LL MRIGATION = Date Paid by Check # /% 71 Remarks: NoNee: You may protest the Imposition of the fess Idsrrtifled above by submitting a written protest to the Dishict, In compliance with Government code Section 66020(x), wkhln 90 days from the date fees are paid. Failure to submit a timely wrlNen protest wll 'prohlbit you from dallerrping the Imposition of the fess In argr court action. N, subsequent to the School District Representative signing this Butts County Schools Impact Fee CertlSuUar Form, the School District Is nstlhd by the applicable Local Planning Agency that tide project Is being r "Iewed under the Califomis Ernironmsntal Quality Act (CEQA), tris project may be subject to additional school fess to fully mitigate. No impact on the school dlstrler'e schools. White (applicant), Yellow (building department), Pink (school district) fesform.>ds 00/03)dmm Hold/final for: 7� C' t- i i' -l=il clearance O.K. fo : NOTE: 21,/ Environm Pita Health Specialis Date 8/96 91 '�� USE • 'Piot Plan Attaches / � Floor Pian Attach,d — G TO: Building Department -M u M /-7-03 FROM Environmental Health SUBJECT: Sanitation Clearance 1`7421� P y Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well L2 Clearance for -irrg. Other �/r7 l/P./moi,t7ll�/ i�CylP/) %/h5 r 4. -!Z/-)e? C -e fir) i'Je U f•fr'4P Hold/final for: 7� C' t- i i' -l=il clearance O.K. fo : NOTE: 21,/ Environm Pita Health Specialis Date 8/96 91 Job number >> 03-080 Structural Calculations for Anderson Residence 200 Honey Run Road Chico, Ca. Gary Hawkins - Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax CARC" HAW��ti 1� � / * XDItS"►C 18693 (P 9�F OF CA��F��� vo DATE 10/16/03 . YZ 3.4 04 A :k Zi CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------- ------------------------------------------ Des >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF LOAD -S DL 8:42 AM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 1 10/16/03 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ TL 29.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 4.00IN 12 > 18.43 DEGREES NO. DESCRIPTION. UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2:00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 12.90 USE: 13.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 29.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 81 WOOD SIDING 3.00 3.00 34 2 X 4 - 16" 1.10 1.10 56 INSULATION R15 .90 .90 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 9.50 USE: 10.00 PSF LL PSF ------------------------------------------------------------------------ TL 10.00 PSF KI 311 LOAD—S 8:31 AM ----------7------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 3/ 4/04 ----------------------------------------------- DESCRIPTION >> ------------------------- ---------------------------------------------------7-------------------- ASSEMBLY >roof SLOPE > 4.00IN 12 > 18.43 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 50 2 X 12 - 16" 3.30 3.30 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 14.80 USE: 15.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 31.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF --7 --------------------------------------------------------------------- TL i PSF I MAXSPAN2 > 11.889 feet 6TL . > .594 inches 11:32 AM -------------------- Rev 9-28-93 --------------------------------------------------- Wood joists - span capacity > 10/16/03 -------------------------=---------------------------------------------- Description >>TYPICAL ROOF RAFTER -------------------=-----CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y ------------LOADING DATA ----------- .000 ------------GENERAL DATA ------------ Dead load > .006 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .022 ksf Repetitive (Y/N)?> Y Tributary load > .044 klf ft -kips M max with load at midspan > ----------------------------------- Concentrated load> .000 kips > 1.030 ft -kips <ok> Eq uniform load > .000 klf ---Deflection--- ---------------------------SECTION PROPERTIES --------------------------- > .000 Member thickness Concentrated load deflection > 1.500 inches inches Total load deflection Member width .000 > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in"2 Moment of inertia > 20.797 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc-- FcJJ E DFL NO2 .875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcl) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fci- FcJJ E DFL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM Max. span as limited by: Bending Shear SPANS------------------------------ * 13.688 feet > 29.688 feet Total load deflection (L/240) > 11.889 feet 6TL . > .594 inches Live load deflection (L/360) > 11.545 feet 6LL > .384 inches -------------------=-----CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> OW of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 11:33 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 10/16/03 Description >>TYPICAL ROOF RAFTER >> ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .006 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 16.000 inches Total load > .022 ksf Repetitive (Y/N)?> Y Tributary load > .029 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in"2 Moment of inertia > 20.797 in -4 --------------------------.LUMBER DESIGN VALUES --------------------=----- Base values Species Grade Fb Ft Fv Fc1 Fc1 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc LL) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc-- FcJJ E DFL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ----------------------------- max. span as limited.by: Bending > 16.764 feet Shear > 44.531 feet Total load deflection (L/240) > 13.610 feet 6TL > .680 inches Live load deflection (L/360) > 13.216 feet 6LL > .440 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> OW of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 'inches Total load deflection > .000 in. L/ 0 Z5,( MAXSPAN2 8:35 AM ------------------------------------------------------------------------ Rev 9-28-93 wood joists - span capacity 3/ 4/04 Description >>TYPICAL ROOF RAFTER ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .015 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > ..031 ksf Repetitive (Y/N)?> Y Tributary load > .062 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf --------------------------- SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 11.250 inches Section modulus > 31.641 in"3 Area > 16.875 in"2 Moment of inertia > 177.979 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 (APPLY TO Fb) Size.factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fcl) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc -L Fc11 E DFL NO2 1258 575 119 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited:by: Bending > 20.687 feet Shear > 43.095 feet Total load deflection (L/240) > 21.692 feet 6TL > 1.085 inches Live load deflection (L/360) > 23.616 feet 6LL > .786 inches ------- - ----------------- CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.336 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 3.316 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 s j�Co t— .°I 2 �, 0 3co t P, 2,2 3 z K -- f 6f 244 - q4 - {M t - .......... LOCI , SSBM_6 11:22 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> rb-1 --------------------- ------------ GENERAL ------=------------------------- Span (L) > 24.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000. feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .072 kips/ft 45 % TL Uniform live load > .088 kips/ft 55 % TL Uniform total load > .160 kips/ft End reactions ............................ DL > .864 kips LL > 1.056 kips TL > 1.920 kips Design loads ............................ Total load moment (M) > 11.520 ft -kips Total load shear (V) > 1.920 kips --------------------------LUMBER DESI LUES- --------------=--------- Base values ' Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 65 650 1650 1800000 Size factor Cf 87 pply to Fb Size factor Cf 1. 00 Apply to Ft Size factor Cf 1.0 0 Apply to Fcl Repetitive member factor Cr 1.000 Load duration factor 1.000 Adjustment for lateral uppo t > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 -------------------------- - ---BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 58.359 155.672 <ok> A (in"2) > 15.818 69.188 <ok> I (in"4) > 1050.785 --------------------7---------DEFLECTIONS------------------------------- Total load deflection > .631 inches L/ 456 <OK> Live load deflection > .347 inches L/ 829 <OK> Dead load deflection > .284 inches Minimum camber (glu-lams) > .426 inches <1.5*DL deflection> Standard 20001R camber > .432 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.954 in -2 Minimum length > .576 inches Assuming full width bearing I vi un W I- F - UJ W U) Wui W :r3:= Cn U) v7 c c t_. f: CJ U N V -IZ,01 o 1�) ( bz P-/# 1/2-( 12Z4 -I`/4 RZ 9 SSBM 6 11:26 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> rb-2 ---------------------------------GENERAL----------------=--------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .182 kips/ft 45 o TL Uniform live load > .224 kips/ft 55 a TL Uniform total load > .406 kips/ft End reactions.......... ............... DL > 1.092 kips LL > 1.344 kips TL > 2.436 kips Design loads. ......................... Total load moment (M) > 7.308 ft -kips Total load shear (V) > 2.436 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc1J E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --.------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 37.021 94.922 <ok> A (in"2) > 17.993 42.188 <ok> I (in -4) > 640.723 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .164 inches L/ 877 <OK> Live load deflection > .091 inches L/'1589 <OK> Dead load deflection > .074 inches Minimum camber (glu-lams) > .110 inches <1.5*DL deflection> Standard 20001R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.748 in"2 Minimum length > 1.199 inches Assuming full width bearing 10 SSBM 6 11:25 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> rb-2 ------------=--------------------GENERAL-------------------------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------7-----------ACTIONS--------------------------------- Uniform dead load > .182 kips/ft 45 % TL Uniform live load > .224 kips/ft 55 % TL Uniform total load > .406 kips/ft End reactions ........................... DL > 1.092 kips LL > 1.344 kips TL > 2.436 kips Design loads ............................ Total load moment (M) > 7.308 ft -kips Total load shear (V) > 2.436 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L Fc -u E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf' > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values .Species Grade Fb Ft Fv Fc 1 Fc� E DFGL 24F -V4 2400 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 10.500 inches Required Actual Comment S (in -3) > 36.540 94.172 <ok> A (in"2) > 18.916 53.813 <ok> I (in^4) > 494.402 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .213 inches L/ 677 <OK> Live load deflection > .117 inches L/ 1226 <OK> Dead load deflection > .095 inches Minimum camber (glu-lams) > .143 inches <1.5*DL deflection> Standard 20001R camber > .108 inches -------------------- - ----- CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.748 in"2 Minimum length > .731 inches Assuming full width bearing (f) it) J) 1� 11 !V l`: 11.1 IV r,,IP6ot F�VA Lj utj�� � CZ¢�Z)C.o��� � t lag �"/i l;0►2 SSBM 6 8:34 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 3/ 4/04 Description >> rb,2' ---------------------------------GENERAL-------------------------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cb > .000 Ck > 27.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .180 kips/ft 48 o TL Uniform live load > .192 kips/ft 52 % TL Uniform total load > .372 kips/ft End reactions ........................... DL > 1.080 kips LL > 1.152 kips TL > 2.232 kips Design loads ............................ Total load moment (M) > 6.696 ft -kips Total load shear (V)'.' > 2.232 kips ----------- - -------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- Fc -u E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1- FcJ� E DFL N01 -BM 1350 675 85 625 925 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 13.250 inches Required Actual Comment S (in"3) > 59.520 102.411 <ok> A (in -2) > 32.140 46.375 <ok> I (in -4) > 678.476 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .160 inches L/ 901 <OK> Live load deflection > .083 inches L/ 1745 <OK> Dead load deflection > .077 inches Minimum camber (glu-lams) > .116 inches <1.5*DL deflection> Standard 20001R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area . > 3.571 in -2 Minimum length > 1.020 inches Assuming full width bearing l -I yz - I It- r- X., C/�12,Vf��*'1 w 9 61 x (to '40 SSBM 6 1:47 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD .10/16/03 Description >> fb-1 ---------------------------------GENERAL-------------------------------- Span (L) > 9.330 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 -------------------=------------ACTIONS--------------------------------- Uniform dead load > .055 kips/ft 35 % TL Uniform live load > .100 kips/ft 65 °s TL Uniform total load > .155 kips/ft End reactions ........................... DL > .257 kips LL > .467 kips TL > .723 kips Design loads ....:...... .. ............ Total load moment (M.) > 1.687 ft -kips Total load shear (V) > .723 kips. --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.300 Apply to Ft Size factor Cf > 1.100 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFL NO2 875 748 95 625 1430 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 5.500 inches Required Actual Comment S (in"3) > 23.130 27.729 <ok> A (in"2) > 10.295 30.250 <ok> I (in"4) > 76.255 ------------------------------DEFLECTIONS-----------------------=------- Total load deflection > .217 inches L/ 517 <OK> Live load deflection > .140 inches L/ 801 <OK> Dead load deflection > .077 inches Minimum camber (glu-lams) > .115 inches <1.5*DL deflection> Standard 20001R camber > .065 inches -=------------------------ CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.157 in"2 Minimum length > .210 inches Assuming full width bearing File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure Importance factor Basic wind speed Roof pitch * * * P R .I M A R Y Assembly description > B > 1.00 > 75.00 mph > 4. 00 in .12 F R A M E S A N D Ht. Ce W A L L S Windward walls Leeward walls Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 I T, qs > 14.50 psf 0 > 18.43 degrees S Y S T E M S * * * Direction <0'-151> <201> <251> .62 .67 .72 Cq .80 .0072 .0078 .0084 .50 .0045 .0049 .0052 .0117 .0126 .0136 .70 .0063 .0068 .0073 .90 .0081 .0087 .0094 .30 .0027 .0027 .0031 2.80 .0090 .000- - .0104 .70 .0063 .0068 .0073 C O M P O N E N T S .0209 1.20 .0108 .0117 .0125 1.20 .0108 .0117 .0125 1.60 .0144 .0155 .0167 1.30 .0117 .0126 .0136 1.10 .0099 .0107 .0115 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.60 .0144 .0155 .0167 D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 .0291 .0313 2.00 .0180 .0194 .0209 14- File >SHEARW------------------------------------------- 10/16/ -------------- REV. 6-17-99 Shearwall schedule -- -------------- ------------------------------------------------------------------------ Description >> Common nails ---------------------=-------------------------------------------------- (Box nails) Mark Description HF DF 1 3/811 cdx plywood with 8d nails .213 .260 at 611, 12" o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 1211 o.c. ( .253) ( .308) 3 3/8" cdx plywood with 8d nails .402 .490' at 311, 1211 o.c. (.326) (::397) 4 1/2" cdx plywood with 10d nails .254 —33-0 at 611, 12" o.c. (.206) 5 1/2" cdx plywood with 10d nails .377 .4;6*y at 411, 1211 O.C. (.305) (.373" 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/2" gyp.bd with 5d nails wind .082 .100. at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711-o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/811 leg) at 6" o.c. . 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-'1/4" legs) L,p j l nkl 1 1p i- 1, 2 (-e z, o z. �- c.�c�C�C�C � Gly crffS�tG• � Cls���13,��UP3� �z�V��b®��'�,013)+�z�l ��i��'ot3�tt'� Lk a. 2.o7- k- it oz. 14L (..J = 71(o1 t & /Y-?" IWc Z.A 4 1 ft(O I/► Arr f Ok A GG r p, A-7 1 +. oG I I �iGe• dT o' -151 Ape 14 a l (0 2 l� A4 C. 4S1�5Roo � rD !14F ►�Z /0 r/C73 Al- 54,,0 "pew <f� ��'cr� SIS • 7sc. /co e. 2.1 k— Ems - ADDITION WORKSHEET Page 1 ADD ------------ Project Title.......... ANDERSON Date..05/04/04 08.57.21 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author..: AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect. 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Program -ADDITIONS User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE ---------------------------------------------------- EXISTING File Name........ ........ 03080E - EXISTING Conditioned Floor Area..... 1926 sf Standard Design Energy Use. 42.94 kBtu/sf-yr Proposed Design Energy Use. 173.33 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name........:.......... 03080A - EXISTINGPLUSADDITION Conditioned Floor Area..... 2237 sf Standard Design Energy Use. 40.90 kBtu/sf-yr Proposed Design Energy Use. 146.23 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio ---------- ------------- 1926 / 2237 ------- = 0.861 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design -------- ------------- 40.90 + -7 ----- 0.861 -------- x ( 173.33 - -------- 42.94) = 153.16 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. -------------- ---------------------------- ADDITION/ALTERATION ENERGY USE SUMMARY = -------------------------------------- _ Addition/ _ Energy Use Alteration Proposed Compliance = (kBtu/sf-yr) Design Design 'Margin = New .................... 153.16 146.23. 6.93 = *** Addition/Alteration complies with Computer Performance *** _ E CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.. .. .. ANDERSON Date..05/04/04 08:57:14 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 ------- ------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION -------------=----------------------------------------------------------------- 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..... 2237 sf Single Family Detached Existing Plus Addition Front Facing 60 deg (NE) 1 1 Raised Floor 22.3 0 of floor area 0.88 Btu/hr-sf-F 0.73 9.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value -------- R -value R -value U -factor Location/Comments ---------------------- ------------------------ ------------ Door ------- n/a R-0 R-n/a R-0 0.330 FW1, LW1 Wall Wood R-0 R-0 R-0 0.386 FW1, FW2, FLW1, FRW1 LW1, BW1, RW1 Wall Wood R-17.8 R-0 R-17.8 0.065 NBW1 Wall Wood R-13 R-0 R-13 0.088 NRW1, NLW1 Roof Wood R-13 R-0 R-13 0.069 ATTIC Roof Wood R-11 R-27 R-38 0.025 ATTIC Floor Wood R-0 R-0 R-0 0.044 FLOOR Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading -------------- Fins ----- -------------------- Window Front (NE) ----- 12.0 ------ ------ 1.190 --------------- 0.800 Standard Standard Yes Window Front (NE) 24.0 1.190 0.800 Standard Standard None Window Front (E) 6.0 1.190 0.800 Standard Standard Yes Window Right (N) 6.0 1.190 0.800 Standard Standard Yes Window Left (SE) 5.0 1.190 0.800 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF-iR I User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION - ------------------------------------------------------------------------------ FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading -------------- Fins ----- -------------------- Window Left (SE) ----- 18.0 ------ 1.190 ------ 0.800 --------------- Standard Standard Yes Window Left (SE) 24.0 1.190 0.800 Standard Standard Yes Window Left (SE) 28.0 1.190 0.800 Standard Standard Yes Window Back (SW) 40.0 1.190 0.800 Standard Standard Yes Window Back (SW) 27.5 0.600 0.650 Standard Standard None Window Back (SW) 30.0 0.600 0.650 Standard Standard None Door Back (SW) 128.0 0.550 0.650 Standard Standard None Window Back (SW) 63.0 .0.600 0.650 Standard Standard None Window Right (NW) 20.0 1.190 0.800 Standard Standard Yes Window Right (NW) 7.5 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes Window Right (NW) 24.0 1.190 0.800 Standard Standard Yes Window Right (NW) 28.0 1.190 0.800 Standard Standard Yes HVAC SYSTEMS Refrigerant ------------ Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value ------- Leakage D ------- ------ Type ---------- ------------ Gas ------------ 0.750 ------- AFUE ----------- n/a Attic R-2.1 No No Setback ACSplit 8.00 SEER No Attic R-2.1 No No Setback WATER HEATING SYSTEMS --------------------= Number Tank External in Energy Size Insulation Tank Type Heater Type ------------------- Distribution Type System ------ Factor (gal) -------- ------ R -value ---------- ------------ Water ----------- Heater to meet minimum CEC Standards REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ANDERSON Date..05/04%04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- 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.... GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CH CO, CA. 95973 Phone... 530 92-2700 License. C-0 8693 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... AARON KLEMENOK Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite.10 Chico, CA 95973 Phone... 530-892-2700 Signed. arPn Ker-, rnaX- (date) E MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title .......... ANDERSON Date..05/04/04 08:57:14 Project Address........ 200 HONEY RUN RD. ******* -----.---------------- BUTTE COUNTY *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date .Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R I User#-MP0666 User -Gary Hawkins Architect -Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor.transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or.installed meets insulation quality .standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.. 2. Fenestration products.(except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(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 V/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R --- _______________________ ---------------------- Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic.or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems servinV conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION --------------------------------------------- --------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting / shall be controlled by a switch on a readily accessible ,V/ 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. E COMPUTER METHOD SUMMARY Page 1 C -2R Project Title... .. . ANDERSON Date .05/04/04 08:57:14 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood.Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------- ------ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design ---------- Design ---------- Margin = ---------- _ ------------------------ = Space Heating.......... 16.23 52.47 -36.24 = - Space Cooling.......... 12.50 81.59 -69.09 = = Water Heating.......... 12.17 12.17 0.00 = = Total 40.90 146.23 -105.33 = _ *** Building does not comply with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2237 sf Building Type.............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 22049 cf 0 sf 22.3 % of floor area 0.88 Btu/hr-sf-F 0.73 9.9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2237 22049 1.00 Yes Setback 2.0 Standard No Orientation ---------------------- HOUSE - Existing 1.190 1 Window OPAQUE SURFACES 2 Window Front (NE) Area U- --------------- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val ----- Azm --- Tilt Gains -- ----- Reference ------------ Comments ---------------- -------------- ------ HOUSE - Existing 7 ----- Left (SE) -- Window Left (SE) 1 Door 24 0.330 0 60 90 Yes None FW1 2 Door 18 0.330 0 150 90 Yes None LW1 3 Wall 410 0.386 0 60 90 Yes W.0.2X4.16 FW1 4 Wall 96 0.386 0 60 90 No W.0.2X4.16 FW2 5 Wall 10 0.386 0 105 90 Yes W.0.2X4.16 FLW1 6 Wall 10 0.386 0 15 90 Yes W.0.2X4.16 FRW1 7 Wall 465 0.386 0 150 90 Yes W.0.2X4.16 LW1 8 Wall 191 0.386 0 240 90 Yes W.0.2X4.16 BW1 9 Wall 157 0.065 17.8 240 90 Yes W.19.2X6.16 NBW1 10 Wall 471 0.386 0 330 90 Yes W.0.2X4.16 RW1 11 Wall 60 0.088 13 330 90 Yes W.13.2X4.16 NRW1 12 Wall 60 0.088 13 150 90 Yes W.13.2X4.16 NLW1 13 Roof 1376 0.069 13 n/a 0 Yes R.13.2X6.16 ATTIC 14 Roof 360 0.069 13 60 27 Yes R.13.2X6.16 ATTIC 15 Roof 360 0.069 13 240 27 Yes R.13.2X6.16 ATTIC 16 Roof 162 0.025'38 150 18 Yes R.38.2X4.24 ATTIC 17 Roof 162 0.025 38 330 18 Yes R.38.2X4.24 ATTIC 18 Floor 1926 0.044 0 n/a 0 No F.10.2X6.16 FLOOR 19 Floor 311 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR Orientation ---------------------- HOUSE - Existing 1.190 1 Window Front (NE) 2 Window Front (NE) 3 Window Front (E) 4 Window Right (N) 5 Window Left (SE) 6 Window Left (SE) 7 Window Left (SE) 8 Window Left (SE) 9 Window Back (SW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 12:0 1.190 0.800 60 90 Standard/0.76 Standard/0.68 24.0 1.190 0.800 60 90 Standard/0.76 Standard/0.68 6.0 1.190 0.800 105 90 Standard/0.76 Standard/0.68 6.0 1.190 0.800 15 90 Standard/0.76 Standard/0.68 5.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 18.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 24.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 28..0' 1.190 0.800 150 90 Standard/0.76 Standard/0.68 40.0 1.190 0.800 240 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------- ------ FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC -------=-------------- ----- ----- ----- --- ---- -------------- -------------- 10 Window Back (SW) 27.5 0.600 0.650 240 90 Standard/0.76 Standard/0.68 11 Window Back (SW) 30.0.0.600 0.650 240 90 Standard/0.76 Standard/0.68 12 Door Back (SW) 128.0 0.550 0.650 240 90 Standard/0.76 Standard/0.68 13 Window Back (SW) 63.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 14 Window Right (NW) 20.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 15 Window Right (NW) 7.5 1.190 0.800 330 90 Standard/0.76 Standard/0.68 16 Window Right (NW) .4.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 17 Window Right (NW) 4.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 18 Window Right (NW) 24.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 19 Window Right (NW) 28.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS 7 ---------------------- --- window -- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- HOUSE - Existing 1 Window 12.0 n/a 4 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 4 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 n/a 4 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 5.0 n/a 1 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.0 n/a 3.67 14.2 .5 n/a n/a. n/a n/a n/a n/a n/a n/a 7 Window 24.0 n/a 4 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 28.0 n/a 2 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 n/a 6.67 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 n/a 5 23.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 7.5 n/a 5 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 4.0 n/a 3.33 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 4.0 n/a 3.33 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 24.0 n/a 4 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 28.0 n/a 2 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ------------ Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff ------------------------------------------------------------------- HOUSE Gas 0.750 AFUE n/a Attic R-2.1 No No 0.664 ACSplit 8.00 SEER No Attic R-2.1 No No 0.578 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... ANDERSON Date..05/04/04 08:57:14 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#=MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards REMARKS FD HVAC SIZING Page 1 HVAC Project Title .......... ANDERSON Date 05/04/04 08:57:14 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZllS92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run-EXISTINGPLUSADDITION ------------------=------------------------------------------------------------ GENERAL INFORMATION Floor Area ................. 2237 sf Volume.. ..... ............. 22049 cf Front Orientation.......... Front Facing Sizing Location............ PARADISE Latitude .......... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar..................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load... ............... Latent Load...... ................ Heating (Btuh) 60 deg (NE) Cooling (Btuh) 36824 18947 17632 9257 n/a 24904 12541' 3784 n/a 2100 6700 5899 73698 64890 n/a 12978 Minimum Total Load 73698 77869 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability. of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. E CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title: ......... ANDERSON Date 05/04/04 08:57:21 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1926 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units.... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 23.3 % of floor area Average Glazing U -factor... .1.19 Btu/hr-sf-F Average Glazing SHGC....... 0.8 Average Ceiling Height..... 10.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value - - - - - R -value --- - - - - -- R -value - - - - - -- U -factor Location/Comments - - - - - -- ------------------ - - - - -- ------ - - - - - Door -- - - - - -- n/a -- R-0 R-n/a R-0 0.330 FW1, LW1 Wall Wood R-0 R-0 R-0 0.386 FW1, FW2, FLW1, FRW1 Standard Yes Window Front (NE) LW1, BW1, RW1 Roof Wood R-13 R-0 R-13 0.069 ATTIC Floor Wood R-0 R-0 R-0 0.044 FLOOR . FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading -------------- Fins ----- -------------------- Window Front (NE) ----- 12.0 ------ 1.190 ------ 0.800 --------------- Standard Standard Yes Window Front (NE) 24.0 1.190 0.800 Standard Standard None Window Front (E) 6.0 1.190 0.800 Standard Standard Yes Window Right (N) 6.0 1.190 0.800 Standard Standard Yes Window Left (SE) 5.0 1.190 0.800 Standard Standard Yes Window Left (SE) 18.0 1.190 0.800 Standard Standard Yes Window Left (SE) 24.0 1.190 0.800 Standard Standard Yes Window Left (SE) 28.0 1.190 0.800 Standard Standard Yes Window Back (SW) 50.0 1.190 0.800 Standard Standard. Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ANDERSON Date..05/04/04 08:57:21 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- Orientation Window Back (SW) Window Back (SW) Window Back (SW) Window Back (SW) Window Right (NW) Window Right (NW) Window Right (NW) Window Right (NW) Window Right (NW) Window Right (NW) Equipment Type ------------ Gas ACSplit Minimum Efficiency ------------ 0.750 AFUE 8.00 SEER HVAC SYSTEMS ------------ Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage n/a Attic R-2.1 No No Attic R-2.1 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ---------=- ------------------- ------ -------- Water Heater to meet minimum CEC Standards REMARKS ACOA Manual Thermostat D Type ------ ---------- No Setback No Setback Tank FENESTRATION Size Insulation (gal) ------ ------------ Over- Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins ----- ----- 53.0 ------ ------ 1.190 0.800 --------------- Standard -------------- Standard None 32.0 1.190 0.800 Standard Standard None 64.0 1.190 0.800 Standard Standard None 40.0 1.190 0.800 Standard Standard Yes 20.0 1.190 0.800 Standard Standard Yes 7.5 1.190 0.800 Standard Standard Yes 4.0 1.190 0.800 Standard Standard Yes 4.0 1.190 0.800 Standard Standard Yes 24.0 1.190 0:800 Standard Standard Yes 28.0 1.190 0.800 Standard Standard Yes Minimum Efficiency ------------ 0.750 AFUE 8.00 SEER HVAC SYSTEMS ------------ Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage n/a Attic R-2.1 No No Attic R-2.1 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ---------=- ------------------- ------ -------- Water Heater to meet minimum CEC Standards REMARKS ACOA Manual Thermostat D Type ------ ---------- No Setback No Setback Tank External Size Insulation (gal) ------ R -value ---------- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ANDERSON Date..05/04/04 08:57:21 ---------------- MICROPAS6 v6.01 File -03080E Wth-CTZllS92 Program -FORM CF-iR User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- 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.... GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CHICO, CA. 95973 Phone... 530-892-2700 License. C-0 8693 Signed..11; ' (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... AARON KLEMENOK Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-2700 Signed.. "Colt) klyc: '203 5`H -17H (date) E ' COMPUTER METHOD SUMMARY Page 1 C -2R Project Title. .. ANDERSON Date..05/04/04 08:57 21 Project Address........ 200 HONEY RUN RD. ******* --------------------- BUTTE COUNTY *v6.01* Documentation Author... AARON.KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design ---------- Design ---------- Margin = ---------- _ ------------------------ = Space Heating.......... 16.47 66.76 -50.29 = - Space Cooling.......... 13.12 93.22 -80.10 = = Water Heating.......... 13.35 13.35 0.00 = = Total 42.94 173.33 -130.39 = *** Building does not comply with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1926 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 60 deg (NE) Number of Dwelling Units.... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 19980 0 sf Floor cf 23.3 % of floor area 1.19 Btu/hr-sf-F 0.8 10.4 ft :t COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ANDERSON Date..05/04/04 08:57:21 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-EXISTING -------------------------------------------=----------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) .(cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1926 19980 Area U_ Surface (sf) factor -------------- ------ ----- HOUSE - Existing 1 Door 2 Door 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Roof 11 Roof 12 Roof 13 Floor Orientation 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Insul Act Solar Form 3 Location/ R-val Azm Tilt Gains Reference Comments ----- --- ---- ----- ------------ ---------------- 24 0.330 0 60 90 Yes None FW1 18 0.330 0 150 9.0 Yes None LW1 410 0.386 0 60 90 Yes W.0.2X4.16 FW1 96 0.386 0 60 90 No W.0.2X4.16 FW2 10 0.386 0 105 90 Yes W.0.2X4.16 FLW1 10 0.386 0 15 90 Yes W.0.2X4.16 FRW1 465 0.386 0 150 90 Yes W.0.2X4.16 LW1 351 0.386 0 240 90 Yes W.0.2X4.16 BW1 471 0.386 0 330 90 Yes W.0.2X4.16 RW1 1376 0.069 13 n/a 0 Yes R.13.2X6.16 ATTIC 360 0.069 13 60 27 Yes R.13.2X6.16 ATTIC 360 0.069 13 240 27 Yes R.13.2X6.16 ATTIC 1926 0.044 0 n/a 0 No F.10.2X6.16 FLOOR HOUSE - Existing 90 1 Window Front (NE) 2 Window Front (NE) 3 Window Front (E) 4 Window Right (N) 5 Window Left (SE) 6 Window Left (SE) 7 Window Left (SE) 8 Window Left (SE) 9 Window Back (SW) 10 Window Back (SW) 11 Window Back (SW) 12 Window Back (SW) 13 Window Back (SW) 14 Window Right (NW) 15 Window Right (NW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 12.0 1.190 0.800 60 90 Standard/0.76 Standard/0.68 24.0 1.190 0.800 60 90 Standard/0.76 Standard/0.68 6.0 1.190 0.800 105 90 Standard/0.76 Standard/0.68 6.0 1.190 0.800 15 90 Standard/0.76 Standard/0.68 5.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 18.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 24.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 28.0 1.190 0.800 150 90 Standard/0.76 Standard/0.68 50.0 1.190 0.800 240 90 Standard/0.76 Standard/0.68 53.0 1.190 0.800 240 90 Standard/0.76 Standard/0.68 32.0 1.190 0.800 240 90 Standard/0.76 Standard/0.68 64.0.1.190 0.800 240 90 Standard/0.76 Standard/0.68 40.0 1.190 0.800 240 90 Standard/0.76 Standard/0.68 20.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 7.5 1.190 0.800 330 90 Standard/0.76 Standard/0.68 KI COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... ANDERSON Date..05/04/04 08:57:21 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC -------------- ---------------------- 16 Window Right (NW) ----- 4.0 ----- 1.190 ----- --- 0.800 330 ---- 90 -------------- Standard/0.76 Standard/0.68 17 Window Right (NW) 4.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 18 Window . Right (NW) 24.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 19 Window Right (NW) 28.0 1.190 0.800 330 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS --- Window- ----------------------- - ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface =---------- (sf). Wdth Hgth Dpth ---- Hght Ext ---- ---- Ext ---- Ext Dpth ---- ---- Hght ---- Ext Dpth ---- ---- Hght ---- ----- HOUSE - Existing 1 Window 12.0 ----- n/a ----- 4 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 4 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 n/a 4 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 5.0 n/a 1 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.0 n/a 3.67 14.2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 24.0 n/a 4 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 28.0 n/a 2 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 50.0 n/a 5 4 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 40.0 n/a 6.67 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a. 14 Window 20.0 n/a 5 23.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 7.5 n/a 5 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 4.0 n/a 3.33 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 4.0 n/a 3.33 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 24.0 n/a 4 3.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 28.0 n/a 2 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant ------------ Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct ------------- Type Efficiency Airflow ------------------ Location -------------- R -value Leakage ---------------- D -------- Eff ---- HOUSE Gas 0.750 AFUE n/a Attic R-2.1 No No 0.664 ACSplit 8.00 SEER No Attic R-2.1 No NO 0.578 COMPUTER METHOD SUMMARY Page 4 C -2R Project'Title.......... ANDERSON Date..05/04/04 08:57:21 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Gary Hawkins Architect Run-EXISTING ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards REMARKS H E ADDITION WORKSHEET Page 1 ADD Project Title.......... ANDERSON Date..10/20/03 15:10:42 Project Address........ 200 HONEY RUN RD. ******* CHICO, CALIFORNIA *v6.01* Documentation Author... LUKE ROBINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Program -ADDITIONS User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name .................. 03080E - EXISTING Conditioned Floor Area..... 2066 sf Standard Design Energy Use. 28.03 kBtu/sf-yr Proposed Design Energy Use. 132.22 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. 03080A - ADDITION+EXISTING Conditioned Floor Area..... 2451 sf Standard Design Energy Use. 25.54 kBtu/sf-yr Proposed Design Energy Use. 105.68 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area . Floor Area Ratio 2066 / 2451 = 0.843 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design 25.54 + 0.843 x ( 132.22 - 28.03) = 113.36 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ADDITION/ALTERATION ENERGY USE SUMMARY Addition/ Energy Use Alteration Proposed Compliance (kBtu/sf-yr) Design Design Margin New .................... 113.36 105.68 7.68 *** Addition/Alteration complies with Computer Performance *** 13UTTE COUN 1 O v'LIDING [)NIS'N APPROVED E' CERTIFICATE OF COMPLIANCE: RESIDENTIAL_ Page 1 CF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:35 Project Address........ 200 HONEY RUN RD. CHICO, CALIFORNIA *v6.01* Documentation Author... LUKE ROBINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10' Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING 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..... 2451 sf Single Family Detached Existing Front Facing 45 deg (NE) 1 2 Raised Floor 20.6 % of floor area 0.92 Btu/hr-sf-F 0.75 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Door n/a R-0 R-n/a R-0 0.330 FW1 Wall Wood R-0 R-0 R-0 0.386 FW1, FW2, LW1, BW1 RW1, FRW1, FLW1 Wall Wood R-17.8 R-0 R-17.8 0.065 BW1 Roof Wood R-13 R-0 R-13 0.068 ATTIC Roof Wood R-11 R-27 R-38 0.025 ATTIC Floor Wood R-0 R-0 R-0 0.097 FLOOR Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (SE) 5.0 1.190 0.800 Standard Standard Yes Window Front (NE) 6.0 1.190 0.800 Standard Standard Yes Window Right (N) 6.0 1.190 0.800 Standard Standard Yes Window Front (NE) 12.0 1.190 0.800 Standard Standard Yes Window . Front (E) 6.0 1.190 0.800 Standard Standard Yes Window Left (SE) 18.0 1.190 0.800 Standard Standard Yes Window Left (SE) 18.0 1.190 0.800 Standard Standard Yes Window Front (NE) 16.0 1.190 0.800 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left .(SE) 24.0 1.190 0.800 Standard Standard Yes Window Back (SW) 53.0 1.190 0.800 Standard Standard Yes Window Right (NW) 7.5 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes Window Right (NW) 24.0 1.190 0.800 Standard' Standard Yes Window Left (SE) 28.0 1.190 0.800 Standard Standard None Window Right (NW) 28.0 1.190 0.800 Standard Standard None Door Front (NE) 18.0 0.550 0.650 Standard Standard None Window Back (SW) 17.5 0.870 0.700 Standard Standard None Door Back (SW) 53.0 0.550 0.650 Standard Standard None Door Back (SW) 53.0 0.550 0.650 Standard Standard None Window Back (SW) 32.0 0.720 0.730 Standard Standard None Window Back (SW) 40.0 0.720 0.730 Standard Standard None Window Back (SW) 32.0 0.720 0.730 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct'. Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.780 AFUE n/a Attic R-2.1 No No Setback ACSplit 8.00 SEER No Attic R-2.1 No No Setback REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ANDERSON _ Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING 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.... GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CHICO, CA. 95973 Phone... 5301892-2700 License. C-0 8x693 II11 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... LUKE ROBINS Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-270�7 ' E MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:35 Project Address........ 200 HONEY RUN RD. ******* Documentation Author... Climate Zone........... Compliance Method...... CHICO, CALIFORNIA LUKE ROBINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite Chico, CA 95973 530-892-2700 11 MICROPAS6 v6.01 for 2001 *v6.01* ******* 10 Building Permit # Plan Check / Date Field Check/ Date Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING 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 to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control V/ 10A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er � ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. / 6. Piping insulated between heating source and indirect Y/ hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements.of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in.kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible / lighting control panel at an entrance to the kitchen. V 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. E - COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:35 Project Address........ 200 HONEY RUN RD. ******* CHICO, CALIFORNIA Documentation Author... LUKE ROBINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10. Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2451 sf Single Family Existing Front Facing 1 2 ReducedYear Raised 1 21983 0 sf Floor cf Detached 45 deg (NE) 20.6 0 of floor area 0.92 Btu/hr-sf-F 0.75 9 ft MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.29 42.73 -27.44 Space Cooling.......... 10.25 62.95 -52.70 Total 25.54 105.68 -80.14 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2451 sf Single Family Existing Front Facing 1 2 ReducedYear Raised 1 21983 0 sf Floor cf Detached 45 deg (NE) 20.6 0 of floor area 0.92 Btu/hr-sf-F 0.75 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING BUILDING ZONE INFORMATION Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing Floor # of 1 Vent Vent Air (SE) 5.0 Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Window Right (N) 6.0 1.190 0.800 0 90 Residence 2451 21983 1.00 Yes 1.190 Setback 8.0 Standard No 90 5 Window Front OPAQUE SURFACES 6.0 1.190 0.800 90 Area U- Insul Act (SE) Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - Existing 135 90 8 Window Front (NE) 16.0 1 Door 20 0.330 0 45 90 Yes None FW1 2 Wall 207 0.386 0 45 90 Yes W.0.2X4.16 FW1 3 Wall 96 0.386 0 45 90 No W.0.2X4.16 FW2 4 Wall 393 0.386 0 135 90 Yes W.0.2X4.16 LW1 5 Wall 169 0.386 0 225 90 Yes W.0.2X4.16 BW1 6 Wall 153 0.065 17.8 225 90 Yes W.19.2X6.16 BW1 7 Wall 374 0.386 0 315 90 Yes W.0.2X4.16 RW1 8 Wall 11 0.386 0 0 90 Yes W.0.2X4.16 FRW1 9 Wall it 0.386 0 90 90 Yes W.0.2X4.16 FLW1 10 Roof 1438 0.068 13 n/a 0 Yes R.13.2X4.24 ATTIC 11 Roof 488 0.068 13 45 28 Yes R.13.2X4.24 ATTIC 12 Roof 311 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 13 Floor 1926 0.097 0 n/a 0 No FC.0.2X6.16 FLOOR 14 Floor 311 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing 1 Window Left (SE) 5.0 1.190 0.800 135 90 2 Window Front (NE) 6.0 1.190 0.80.0 45 90 3 Window Right (N) 6.0 1.190 0.800 0 90 4 Window Front (NE) 12.0 1.190 0.800 45 90 5 Window Front (E) 6.0 1.190 0.800 90 90 6 Window Left (SE) 18.0 1.190 0.800 135 90 7 Window Left (SE) 18.0 1.190 0.800 135 90 8 Window Front (NE) 16.0 1.190 0.800 45 90 9 Window Left (SE) 24.0 1.190 0.800 135 90 10 Window Back (SW) 53.0 1.190 0.800 225 90 11 Window Right (NW) 7.5 1.190 0.800 315 90 12 Window Right (NW) 4.0 1.190 0.800 315 90 13 Window Right (NW) 4.0 1.190 0.800 315 90 14 Window Right (NW) 24.0 1.190 0.800 315 90 15 Window Left (SE) 28.0 1.190 0.800 135 90 16 Window Right (NW) 28.0 1.190 0.800 315 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -030.80A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 17 Door Front (NE) 18.0 0.550 0.650 45 90 Standard/0.76 Standard/0.68 18 Window Back (SW) 17.5 0.870 0.700 225 90 Standard/0.76 Standard/0.68 19 Door Back (SW) 53.0 0.550 0.650 225 90 Standard/0.76 Standard/0.68 20 Door Back (SW) 53.0 0.550 0.650 225 90 Standard/0.76 Standard/0.68 21 Window Back (SW) 32.0 0.720 0.730 225 90 Standard/0.76 Standard/0.68 22 Window Back (SW) 40.0 0.720 0.730 225 90 Standard/0.76 Standard/0.68 23 Window Back (SW) 32.0 0.720 0.730 225 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - Existing 1 Window 5.0 n/a 1 10 .3 n/a n/a n/a n/a n/a n/a n/a, n/a 2 Window 6.0 n/a 6 9.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 4 1.3 .3 n/a n/a n/a n/a n/a n/a n/a n/a 4 5 Window Window 12.0 6.0 n/a n/a 4 4 1 1.3 .3 n/a .3 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.0 n/a 6.67 14.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 n/a 4 14.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 16.0 n/a 4 20 .3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 24.0 n/a 4 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 53.0 n/a 6.67 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 7.5 n/a 5 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 4.0 n/a 3 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 4.0 n/a 3 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 24.0 n/a 4 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.780 AFUE n/a Attic R-2.1 No No 0.713 ACSplit 8.00 SEER No Attic R-2.1 No No 0.617 REMARKS COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:35 MICROPAS6 v6.01 File -03080A Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run-ADDITION+EXISTING REMARKS F6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:42 Project Address........ 200 HONEY RUN RD. ******* CHICO, CALIFORNIA *v6.01* Documentation Author... LUKE ROBINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 -.Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING 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..... 2066 sf Single Family Detached Existing Front Facing 45 deg (NE) 1 2 Raised Floor 25.1 % of floor area 1.19 Btu/hr-sf-F 0.8 8.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Interior Type Type R -value R -value R -value U -factor Location/Comments Door n/a R-0 R-n/a R-0 0.330 FW1 Wall Wood R-0 R-0 R-0 0.386 FW1, FW2, LW1, BW1 Right (N) 6.0 1.190 0.800 Standard RW1, FRW1, FLW1 Roof Wood R-13 R-0 R-13 0.068 ATTIC Floor Wood R-0 R-0 R-0 0.097 FLOOR Left (SE) 18.0 FENESTRATION 0.800 Standard Over - Exterior hang/ Shading Area U- Yes Interior Orientation Standard (sf) Factor SHGC Shading Window Left (SE) 5.0 1.190 0.800 Standard Window Front (NE) 6.0 1.190 0.800 Standard Window Right (N) 6.0 1.190 0.800 Standard Window Front (NE) 12.0 1.190 0.800 Standard Window Front (E) 6.0 1.190 0.800 Standard Window Left (SE) 18.0 1.190 0.800 Standard Window Left (SE) 18.0 1.190 0.800 Standard Window Front (NE) 40.0 1.190 0.800 Standard Window Front (NE) 16.0 1.190 0.800 Standard Window Left (SE) 24.0 1.190 0.800 Standard Window Back (SW) 50.0 1.190 0.800 Standard Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:42 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (NW) 20.0 1.190 0.800 Standard Standard Yes Window Back (SW) 53.0 1.190 0.800 Standard Standard Yes Window Back (SW) 32.0 1.190 0.800 Standard Standard. Yes Window Back (SW) 32.0 1.190 0.800 Standard Standard Yes Window Back (SW) 32.0 1.190 0.800 Standard Standard Yes Window Back (SW) 53.0 1.190 0.800 Standard Standard Yes Window Right (NW) 7.5 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes Window Right (NW) 4.0 1.190 0.800 Standard Standard Yes .Window Right (NW) 24.0 1.190 0.800 Standard Standard Yes Window Left (SE) 28.0 1.190 0.800 Standard Standard None Window Right (NW) 28.0 1.190 0.800 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.780 AFUE n/a Attic R-2.'1 No No Setback ACSplit 8.00 SEER No Attic R-2.1 No No Setback REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ANDERSON Date..10/20/03 15:10:42 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING 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.... GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CHICO, CA. 95973 Phone... 530-892-2700 License. C-0118493 II . Signed. . (D-760 (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... LUKE ROBINS Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-270 (d t ) E - COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:42 Project Address........ 200 HONEY RUN RD. ******* CHICO, CALIFORNIA *v6.01* Documentation Author... LUKE ROBINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2066 sf Single Family Existing Front Facing 1 2 ReducedYear Raised 1 18480 0 sf Floor cf Detached 45 deg (NE) 25.1 % of floor area 1.19 Btu/hr-sf-F 0.8 8.9 ft MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.41 63.10 -46.69 Space Cooling.......... 11.62 69.12 -57.50 Total 28.03 132.22 -104.19 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2066 sf Single Family Existing Front Facing 1 2 ReducedYear Raised 1 18480 0 sf Floor cf Detached 45 deg (NE) 25.1 % of floor area 1.19 Btu/hr-sf-F 0.8 8.9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:42 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING Floor Area Volume Zone Type (sf) (cf) HOUSE BUILDING ZONE INFORMATION # of Vent Vent Air Dwell Cond- Thermostat Height Area. Leakage Units itioned Type (ft) (sf) Credit Residence 2066 18480 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - Existing 1 Door 20 0.330 0 45 90 Yes None FW1 2 Wall 185 0.386 0 45 90 Yes W.0.2X4.16 FW1 3 Wall 96 0.386 0 45 90 No W.0.2X4.16 FW2 4 Wall 504 0.386 0 135 90 Yes W.0.2X4.16 LW1 5 Wall 350 0.386 0 225 90 Yes W.0.2X4.16 BW1 6.Wall 510 0.386 0 315 90 Yes W.0.2X4.16 RW1 7 Wall 11 0.386 0 0 90 Yes W.0.2X4.16 FRW1 8 Wall 11 0.386 0 90 90 Yes W.0.2X4.16 FLW1. 9 Roof 1438 0.068 13 n/a 0 Yes R.13.2X4.24 ATTIC 10 Roof 488 0.068 13 225 28 Yes R.13.2X4.24 ATTIC 11 Floor 1926 0.097 0 n/a 0 No FC.0.2X6.16 FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC . Type/SHGC HOUSE - Existing 1 Window Left (SE) 5.0 1.190 0.800 135 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 6.0 1.190 0.800 45 90 Standard/0.76 Standard/0.68 3 Window Right (N) 6.0 1.190 0.800 0 90 Standard/0.76 Standard/0.68 4 Window Front (NE) 12.0 1.190 0.800 45 90 Standard/0.76 Standard/0.68 5 Window Front (E) 6.0 1.190 0.800 90 90 Standard/0.76 Standard/0.68 6 Window Left (SE) .18.0 1.190 0.800 135 90 Standard/0.76 Standard/0.68 7 Window Left (SE) 18.0 1.190 0.800 135 90 Standard/0.76 Standard/0.68 8 Window Front (NE) 40.0 1.190 0.800 45 90 Standard/0.76 Standard/0.68 9 Window Front (NE) 16.0 1.190 0.800 45 90 Standard/0.76 Standard/0.68 10 Window Left (SE) 24.0 1.190 0.800 135 90 Standard/0.76 Standard/0.68 11 Window Back (SW) 50.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 12 Window Right (NW) 20.0 1.190 0.800 315 90 Standard/0.76 Standard/0.68 13 Window Back (SW) 53.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 14 Window Back (SW) 32.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 15 Window Back (SW) 32.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 16 Window Back (SW) 32.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 17 Window Back (SW) 53.0 1.190 0.800 225 90 Standard/0.76 Standard/0.68 18 Window Right (NW) 7.5 1.190 0.800 315 90 Standard/0.76 Standard/0.68 19 Window Right (NW) 4.0 1.190 0.800 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:42 MICROPAS6 v6.01 File -03080E Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 20 Window Right (NW) 4.0 1.190 0.800 315 90 Standard/0.76 Standard/0.68 21 Window Right (NW) 24.0 1.190 0.800 315 90 Standard/0.76 Standard/0.68 22 Window Left (SE) 28.0 1.190 0.800 135 90 Standard/0.76 Standard/0.68 23 Window Right (NW) 28.0 1.190 0.800 315 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - Existing 1 Window 5.0 n/a 1 10 .3. n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 n/a 6 9.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 4 1.3 .3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 4 1 .3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 n/a 4 1.3 .3 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.0 n/a 6.67 14.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 n/a 4 14.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 40.0 n/a 6.67 20 .3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 n/a 4 20 .3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window, 24.0 n/a 4 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 50.0 n/a 5 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 n/a 5 24 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 53.0 n/a 6.67 14.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 32.0 n/a 4 14.5 -4.5 n/a' n/a n/a n/a n/a n/a n/a n/a 15 Window 32.0 n/a 4 14.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 32.0 n/a 4 14.5 -4.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 53.0 n/a 6.67 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 7.5 n/a 5 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 4.0 n/a 3 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 4.0 n/a 3 2.5 .3 n/a n/a n/.a n/a n/a n/a n/a n/a 21 Window 24.0 n/a 4 2.5 .3 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D.. Eff HOUSE Gas 0.780 AFUE n/a Attic R-2.1 No No 0.713 ACSplit 8.00 SEER No Attic R=2.1 No No 0.617 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... ANDERSON Date..10/20/03 15:10:42 MICROPAS6 v6.01 File -03080E Wth-CTZllS92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -EXISTING REMARKS Job number >> 03-080 '► DATE 10/16/03 Structural Calculations for Anderson Residence 200 Honey Run Road Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax AR �# 18W3- \ BuTTE COUNTY UIL®ING ®s\/ISION APPRON E° t CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF --------------------=--------------------------------------------------- DL 12.90 USE: 13.00 PSF LOAD -S LL 8:42 AM ------------------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE ' 10/16/03 ------------------------------------------------------------------------ DESCRIPTION >> SLOPE > IN 12 > DEGREES NO. --------------------------------------------- ASSEMBLY >roof ---------------------------- PITCH? ADJ. WT. 81 SLOPE > 4.00IN 12 46 > 18.43 DEGREES 34 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 56 12 Comp shingles 3.00 3.00 64 22 1/2" PLYWOOD 1.50 1.50 83 39 2 X 6 - 24" 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 --------------------=--------------------------------------------------- DL 12.90 USE: 13.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 29.00 PSF ` ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 81 WOOD SIDING 3.00 3.00 34 2 X 4 - 16" 1.10 1.10 56 INSULATION R15 .90 .90 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 9.50 USE: 10.00 PSF LL PSF ------------------------------------------------------------------------ TL 10.00 PSF MAXSPAN2 > 11:32 AM -------------------------=---------------------------------------------- Rev 9-28-93 ------------------------------------------------------------------------ Wood joists - span capacity 10/16/03 Description >>TYPICAL ROOF RAFTER feet Total load deflection (L/240) > ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .006 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .022 ksf Repetitive (Y/N)?> Y Tributary load >. .044 klf -------------------------CONCENTRATED LOAD ----------------------------------- Concentrated load> .000 kips Check uniform DL additive with concentrated Eq uniform load > .000 klf Max span as limited by concentrated loading ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in -2 Moment of inertia > 20.797 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb. DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Species Grade Fb Ft DFL NO2 1635 748 -----------------------------MAXIMUM Max. span as limited by: Ft Fv 575 95 > 1.300 > 1.300 > 1.100 > 1.150 FC -L Fc11 E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO FC 1) Fv Fcl FCJ1 E 119 625 1430 1600000 SPANS------------------------------ Bending > 13.688 feet Shear > 29.688 feet Total load deflection (L/240) > 11.889 feet 6TL > .594 inches Live -load deflection (L/360) > 11.545 feet 6LL > .384 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y. Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading..... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan .> .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 11:33 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 10/16/03 ------------------------------------------------------------------------ Description. »TYPICAL ROOF RAFTER ------------LOADING DATA ----------- I ------------ GENERAL DATA ------------ Dead load > .006 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 16.000 inches Total load > .022 ksf Repetitive (Y/N)?> Y Tributary load > .029 klf ----------------------------------- Concentrated load> .000 kips feet Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness -- > 1.500 inches Member width > > 5.500 inches Section modulus > 7.563 in -3 Area > > 8.250 in -2 Moment of inertia > > 20.797 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Species Grade Fb Ft DFL NO2 1635 748 ----------------------------- MAXIMUM Max. span as limited by: Ft Fv 575 95 > 1.300 > 1.300 > 1.100 > 1.150 Fcl FCJ1 E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc 1) Fv Fcl Fc -U E 119 625 1430 1600000 SPANS------------------------------ Bending > 16.764 feet Shear > 44.531 feet Total.load deflection (L/240) > 13.610 feet 6TL > .680 inches Live load deflection (L/360) > 13.216 feet 6LL > .440 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> % of allowable .> .000 M uniform DL > .000 ft -kips M max with load at midspari > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> s of allowable .> .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 t"jk 3- (ItIL+I)(,oI �) :' ,012 Z4, Of X 104 I72h.`` 6�5 24 F - q4- SSBM 6 11:22 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> rb-1 ---------------------------------GENERAL-------------------------------- Span (L) > 24.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS------------------------- ------ Uniform dead load > .072 kips/ft 45 Is TL Uniform live load > .088 kips/ft. 55 °s TL Uniform total load > .160 kips/ft End reactions ........................... DL > .864 kips LL > 1.056 kips TL > 1.920 kips Design loads ............................ Total load moment (M) > 11.520 ft -kips Total load shear (V) > 1.920 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl. FcJJ E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in -3) > 58.359 155.672 <ok> A (in -2) > 15.818 69.188 <ok> I (in -4) > 1050.785 ------------------------------ DEFLECTIONS ------------------=------------ Total load deflection > .631 inches L/ 456 <OK> Live load deflection > .347 inches L/ 829 <OK> Dead load deflection > .284 inches Minimum camber (glu-lams) > .426 inches <1.5*DL deflection> Standard 20001R camber > .432 inches . --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.954 in"2 Minimum length > .576 inches Assuming full width bearing (f)V)W I- F- 1- W 41 W W w W S L S V) U) U) OO O U) O O C". •- tV C PA., 2 A A - (& ( - o I � wail I SSBM 6 11:26 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM.- UNIFORM LOAD 10/16/03 Description >> rb-2 ---------------------------------GENERAL-------------------------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > ..000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .182 kips/ft 45 o TL Uniform live load > .224 kips/ft 55 °s TL Uniform total load > .406 kips/ft End reactions ........................... DL > 1.092 kips LL > 1.344 kips TL > 2.436 kips Design loads ............................ Total load moment (M) > 7.308 ft -kips Total load shear (V) > 2.436 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fcl FcJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA--= ---------------------------- Member width > 3.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 37.021 94.922 <ok> A (in"2) > 17.993 42.188 <ok> I (in -4) > 640.723 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .164 inches L/ 877 <OK> Live load deflection > .091 inches L/ 1589 <OK> Dead load deflection > .074 inches Minimum camber (glu-lams) > .110 inches <1.5*DL deflection> Standard 20001R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.748 in -2 i Minimum length > 1.199 inches Assuming full width bearing 10 SSBM 6 11:25 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> rb-2 ---------------------------------GENERAL-------------------------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 -------------------------------- ACTIONS ---------------------=----------- Uniform dead load > .182 kips/ft 45 % TL Uniform live load > .224 kips/ft 55 °s TL Uniform total load > .406 kips/ft End reactions ........................... DL > 1.092 kips LL > 1.344 kips TL > 2.436 kips Design loads ............................ Total load moment (M) > 7.308 ft -kips Total load shear (V) > 2.436 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 --------------------------------BEAM DATA --------------------------------- Member width > 5.125 inches Member depth > 10.500 inches Required Actual Comment S (in -3) > 36.540 94.172 <ok> A (in -2) > 18.916 53.813 <ok> I (in -4) > 494.402 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .213 inches L/ 677 <OK> Live load deflection > .117 inches L/ 1226 <OK> Dead load deflection > .095 inches Minimum camber (glu-lams) > .143 inches <1.5*DL deflection> Standard 20001R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -----------=-------------- Minimum area > 3.748 in -2 4 Minimum length > .731 inches Assuming full width bearing dX j vi- i i I p Iv SSBM 6 1:47 PM -------------------------------------------------------------------=---- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/16/03 Description >> fb-1 --------------------------------- GENERAL ---=---------------------------- Span (L) > 9.330 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .055 kips/ft 35 o TL Uniform live load > .100 kips/ft 65 °s TL Uniform total load > .155 kips/ft . End reactions ........................... DL > .257 kips LL > .467 kips TL > .723 kips Design loads ............................ Total load moment (M) > 1.687 ft -kips Total load shear (V) > .723 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.300 Apply to Ft Size factor Cf > 1.100 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration -factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 748 95 625 1430 1600000 -------------------- - ----------- BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 5.500 inches Required Actual Comment S (in -3) > 23.130 27.729 <ok> A (in"2) > 10.295 30.250 <ok> I (in -4) > 76.255 -----------------------------.-DEFLECTIONS------------------------------- Total load deflection > .217 inches L/ 517 <OK> Live load deflection > .140 inches L/ 801 <OK> Dead load deflection > .077 inches Minimum camber (glu-lams) > .115 inches <1.5*DL deflection> Standard 2000'R camber > .065 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.157 in -2 Minimum length > .210 inches Assuming full width bearing i3 File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure > B .0068 .0073 Importance factor > 1.00 .0087 .0094 Basic wind speed > 75.00 mph qs > 14.50 psf Roof pitch > 4'.00 in 12 0 > 18.43 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S C O M P O N E N T S Direction 1.20 .0108 Ht. <0'-151> <201> <251> Assembly description .0108 Ce .62 .67 .72 Cq W A L L S Windward walls .80 Leeward walls .50 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 .0072 .0078 .0045 .0049 .0117 .0126 .0084 .0052 .0136 .70.. .0063 .0068 .0073 .90 .0081 .0087 .0094 .30 .0027 .0027 .0031 .0090 .0�3-, .0104 .70 .0063 .0068 .0073 C O M P O N E N T S 1.20 .0108 .0117 .0125 1.20 .0108 .0117 .0125 1.60 .0144 .0155 .0167 1.30 .0117 .0126 .0136 1.10 .0099 .0107 .0115 1.60 .0144 .0155 .0167 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.400 .0270 2.00 .0180 0291 .0313 .0194 .0209 File >SHEARW 8:31 AM 10/16/0 ------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ----------- -------------------------------------------7---------------------------- Description >> Common nails --------------------------------------7--------------------------------- >> (Box nails) Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 12" o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 12" o.c. (.326) (-.:39.7) 4 1/2" cdx plywood with 10d nails .254 .331 ...... at 611, 12" o.c. (.206) (.•2531 `,, �*¢a 5 1/2" cdx plywood with 10d nails .377 .4f9, ° at 411, 12" o.c. (.305) (.373"T- 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 7" o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 7" o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 12" o.c. it Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) AN0 a l rfid, ��0U- wu w �Ww ___ to to N ooc e) G O "N^ _ �ro)C►z� — C�i. S�C'a� ; �, o�g+ .�3,��� /�} ��gj�� cl�� ,ol�s�� Gly {Sv►<rG• 601 ZM(b,=�'�,b13,+�'��� Z•oZ� I 1943/�2��,C, -a.v7e,,A&-N—It hold. Gi _ % (o-7 t UK c ► ft(O I /(D d Arr 0. °0&0. 0417 a ►� l,L r �� 1 q- "oG. i ote OT' Ao 14 164 - /red 9 'i 4QTf /� o h - W W W W W Lq 22.x_ Q CD O .S: G G aka IVC. W'! 3) � = t'I �* �- ,-7 J (` = 1 2 b KA &ra' S.J ff7= $DK aoe� o N - l � r 9, O U'L on; rl� �D vac (-ol i -a v— �•� l�- 3 rD P-ar 00f t S f a'k . TY�) !(.0 c. 2.1 k- C+•s 32 33 o S 00'08'21" W 5 4 I SEC. SEC. 334.70' SECTION 4 PARK 32 I 33 M T. 21 N., R. 2 E., M.D.B.&M. AVE. SKrwAY _ �+O ___1 T. 22 N. CR ;y01, fr a0 50.94' T. 21 N.N. 24.84' cy ' S 84'44'41" E 1`! SEC. p1TCN 327.65'I I I %, _ 9� N 73'01'19" E S 81'12'41" E 104.80' 365.56' \?S's PARCEL LOCATION LOCATION MAP SCALE N 1"=200' APPROXIMATE GUEST HOUSE - LOCATION APPROXIMATE HOUSE LOCATION _ C_ROUCH DI TCH dp n 4?9 N PARCEL A� - sEoucH - O 5.14 ACRES' O 0- �pGP \ 76 65 117.55' O .ti AP 011-390-006 a 4.05 ACRES 9 92, ytib �� AP 011-390-017 ?gQo Ih 5.01 ACRES �?• h n 2.15' 0 unf 65 00, .. " . PARCEL 8 3.92 ACRES coo ep Oil; .GCy C/ LEGEND PROPOSED PARCEL LINE CREATED BY MERGER OF AP 011-390=006 AND AP 011-390-017 - - - - EXISTING PARCEL LINE ELIMINATED BY MERGER RECEIVED FE B a 7 2000 COUNTY OF BUTTE LAND DEVELOPMENT DIV NO SCALE H 4BC�p Department of Public Works C o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive Warner C. Phillips, Arrittanl Director Oroville. CA 95965 May 2, 2000 0 Frank & Judy Solinsky 3711 Morrow Lane Chico, CA 95928 Re: Certificate of Merger, AP 011-390-006 & 017 (530) 538-7266 (FAX) 538-7683 Dear Mr. & Mrs. Solinsky: Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 11, 2000, under Serial Number 2000-0012808, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Ct)Sl- Stuart Edell Manager, Land Development Division SE/kp .Enclosure cc: /Building Division Environmental Health Dept. Rolls, Anderson & Rolls (89186) AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DMSION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: Recorded Official Records County E f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:39AM 11 -Apr -2000 CERTIFICATE OF MERGER AP NUMBER(S) 011-390-006 & 017 SUBDIVISION / PARCEL MAP: BOOK PAGE BLOCK LOT(S) BOOK PAGE BLOCK LOT(S) REC FEE Fay Page 1 of 6 22.00 As of the date of recordation, those lands noted above are merged to create 2 parcel(s) of land as described in Exhibits A & B attached hereto. APRIL 10, 2000 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO .MERGER FRANK J. SOLINSKY and JUDITH M.'SOLINSKY;_husband-and wife, as to Parcel II, FR2K _I_ SU FFy ...a nmrru M M Dxv h,s� —dr,; fp �--�—�c�t tX.S� SSS 1:�—� as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibits A & B attached hereto. ALL SIGNATURES MUST BE NOTARIZED: ��2 -- f-�n - SIGNATURE NK J. SOLI KY SIGNATURE JUDITH M. SOLINSKY KAPROJECM8918RCertif of Merger.doc .112- CIOd DATE DATE U State Of CALIFORNIA County of BUTTE 1 On before me i 7— —2000 Teri Mefford, Notary Public 1 i (DATE) (NAME/TITLE OF OFFICER-i.e.'JANE DOE. NOTARY PUBLIC') personally appeared *Frank J. Solinskv and Judith M. (NAME(S) OF SIGNERIS)) i•. .1 1. O personally known to me -OR- ®proved to me on the I j basis of satisfactory evidence to be the II l i person(s) Whose name(s) Is/are subscribed to the within instrument and acknowledged to me that fie/they executed the same in WEdhet/their authorized capacity(ies), and that by i:hxr/their 7ERI MEFFORD Commission " 1179831 a signature(s) on the instrument the person (s), Z Notary Public - California w or the entity upon behalf ButteCounty r+�,cOmm. iresnprn 2� of which the person(s) acted, executed the instrument. Witness my hand and official seal. (SEAL) ISIGNA U NOTA Y) ATTENTION NOTARY The information requested below and in the column to the right is OPTIONAL. Recording. of this document is not required by law and is also optional. It could, however, prevent fraudulent attachment of this certificate to any unauthorized document. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: 'rnle or Type of Document. Cprtificate of Merger Number of Pages one Date of Document 1-25-2000 Signer(s) Other Than Named Above Mike Crump WOLCOTTS FORM 83239 Rev. 3.94 (Price class 8-2A) 1994 WOLCOTTS FORMS. INC. ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY/REPRESENTATION CAPACITY CLAIMED BY SIGNERIS) 00INDIVIDUAL(S) OCORPORATE OFFICER(S) (rrTLES) OPARTNER(S) ❑LIMITED ❑GENERAL OATTORNEY IN FACT ❑TRUSTEE(S) ❑GUARDIAN/CONSERVATOR ❑OTHER: SIGNER IS REPRESENTING: (Name of Person(s) or Enthy(ies) CAPACITY CLAIMED BY SIGNER(S) ❑INDIVIDUALIS) ❑CORPORATE OFFICER(S) (TITLES) ❑PARTNER(S) ❑LIMITED ❑GENERAL ❑ATTORNEY IN FACT OTRUSTEE(S) ❑GUARDIAN/CONSERVATOR OOTHER: SIGNER IS REPRESENTING: (Name of Persons) or Entity(ies) IIIIIIIIIIIIIIIIIII,IIIIIIII, EXHIBIT A PARCEL A - LEGAL DESCRIPTION All that certain real property situate in the County of Butte, State of California described as follows: A portion of Section 4, Township 21 North, Range 2 East, M.D.B.& M. more particularly described as follows: COMMENCING at the northwest corner of said Section 4; THENCE South 00008'21" West along the west line of said Section 4, a distance of 334.70 feet; THENCE North 73001'19" East, a distance of 104.80 feet; THENCE South 84044'41" East, a distance of 327.65 feet; THENCE South 81 °12'41" East, a distance of 365.56 feet to the True Point of Beginning; THENCE continuing South 81012'41" East, a distance of 50.94 feet; THENCE South 41 °02'41" East, a distance of 24.84 feet to the northwesterly corner of "Parcel A" as described in the Grant Deed recorded in the office of the County Recorder of the County of Butte, State of California under Recorders Serial Number 91-37845, said corner being on the southerly right-of-way line of Honey Run Road; THENCE South 59013'10" East along said right-of-way line and the northerly line of said "Parcel A", a distance of 254.62 feet; THENCE continuing along said right-of-way line and along said parcel line, South 54036'40" East, a distance of 428.81 feet; THENCE leaving said right-of-way line and said parcel line, South 35023'20" West,.a distance of 31.12 feet; THENCE North 85031'52" West, a distance of 117.55 feet; THENCE South 76°10'20" West, a distance of 76.65 feet; THENCE South 17°11'17" East, a distance of 85.00 feet; THENCE South 25002'59" West, a distance of 150.19 feet to a point on the boundary of said "Parcel A"; THENCE North 69045'00" West along said boundary, a distance of 266.12 feet to the northeasterly comer of the "Hall" parcel as shown on that certain Record of Survey for "Parks, Shepard & Hall" recorded in the office of the County Recorder of the County of Butte, State of California in Book 96 of Maps at page 62; K IPRO.IECTS7881881E)Mbft q Ugal Dwc-Je".28.vvN Page 1 of 2 THENCE North 61038'01" West along the northerly line of said "Hall" parcel, a distance of 89.92 feet; THENCE continuing along said northerly line, South 49°36'00" West, a distance of 75.26 feet; THENCE continuing along said northerly line, North 85021'18" West, a distance of 2.15 feet; THENCE leaving said northerly line, North 00008'21" East, a distance of 570.73 feet to the True Point of Beginning; The above-described parcel contains 5.14 acres, more or less. oMFESS/p'y9 L z � z No. 28998 M Registration Expires 3-31-03 KTRWECTSVIMEAN q legal De=Jan28.wp0 Page 2 of 2 EXHIBIT B PARCEL B - LEGAL DESCRIPTION All that certain real property situate in the County of Butte, State of California described as follows: A portion of Section 4, Township 21 North, Range 2 East, M.D.B.& M. more particularly described as follows: . COMMENCING at the northwest corner of said Section 4; THENCE South 00°08'21" West along the west line of said Section 4, a distance of 334.70 feet; THENCE North 73°01'19" East, a distance of 104.80 feet; THENCE South 84044'41" East, a distance of 327.65 feet; THENCE South 81012'41" East, a distance of 416.50 feet; THENCE South 41 °02'41" East, a distance of 24.84 feet to the northwesterly corner of "Parcel A" as described in the Grant Deed recorded in the office'of the County Recorder of the County of Butte, State of California under Recorders Serial Number 91-37845, said corner being on the southerly right-of-way line of Honey Run Road; THENCE South 59013'10" East along said right-of-way line and the northerly line of said "Parcel A", a distance of 254.62 feet; THENCE continuing along said right-of-way line and along said parcel line, South 54°36'40" East, a distance of 428.81 feet, to the True Point of Beginning; THENCE continuing along said right-of-way line and along said parcel line, South 54036'40" East, a distance of 287.17 feet to the most easterly corner of said "Parcel A"; THENCE leaving said right-of-way line, South 66005'08" West along the southeasterly line of said "Parcel A", a distance of 347.62 feet; THENCE continuing along said southeasterly line, South 51 °36'00" West, a distance of 49.42 feet; THENCE continuing along said southeasterly line, South 42°38'32" West, a distance of 247.40 feet to the most southerly corner of said "Parcel A"; THENCE North 61012'40" West, along the southwesterly line of said "Parcel A", a distance of 237.79 feet; THENCE North 00008'21" East, along a westerly line of said "Parcel A", a distance of 245.70 feet; K^PROJECTMI 8a*xh i B, Lepel 0mc.Jw.2$.*W Page 1 of 2 THENCE continuing along the boundary of said "Parcel A°, South 69°45'00" East, a distance of 266.12 feet; THENCE leaving said boundary line, North 25002'59" East, a distance of 150.19 feet; THENCE North 17°11'17" West, a distance of 85.00 feet; THENCE North 76010020" East, a distance of 76.65 feet; THENCE South 85°31'52" East, a distance of 117.55 feet; THENCE North 35°23'20" East, a distance of 31.12 feet to the True Point of Beginning; The above-described parcel contains 3.92 acres, more or less. `-0 Cz c� 2 NO. M. CP CI V1L �Q 9l'60 CAL�F��/ is el S. Byrd R.C.E. 28998 Registration Expires 3-31-03 K\PRCUECTWS9I \E.41bk B. legal De=Jan.28.wp0 Page 2 of 2 ,Q 102'-82 PERMIT NO. AMUMNE 2/$t�iH$jB,P,E,M a PERMIT EXPIRES' 4/28/83 OWNER FRANK SOLIN-SKY CONTR. owne ' P ASSESSOR PARCEL 40-45-6 LOCATION r� a� J 4 h xv r )i Temp. Power Pole Called PG&E n D Temp. Elec. Service Called PG&E Temp. Gas Service A CalledPG&E JOB FINALED (Date) Signature V = OK 0 = Not OK — = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1- Zoning Requirements—Setbacks—Easements -' '� 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support—Sketch t 2• Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete '3_ Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ ' /"L"ft./ /"Nat. or/ /'•L"ft./ /"LPG 6. Carports; Windows—Doors �+ 7. Utility Clearance 7. Elec. Card -BI Date Card -BI l Date. Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line . =.:i,7 t 2..Soiis; Compaction—Structure Stability ti ti, 3. Gas; MH Test—Demand—Valve—Connector 4. Electricity; MH Test—Crossovers-Breakers—Clearances 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7,' Water and Sewer Connected—C/0 to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panelboards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date O = N`bt OK 1 = Not Applicable RESIDENTIAL (Single and Duplex) �k = Not Ready Date UNDE L00q Plans -OK except #'s Date FRAMING Continued l . Zoning requirements -Setbacks -Easements rR2rty Line Firewall & Openings n; Ftg.'Depth_71 Ext. Doors -One 3' -Check Garage -3rd story, 2 exits A,-Ftg., Garage; Soils -Steel- / f.L/" Ftg. Depth 0- U&irs; Widt -Headroom-Rise-Run-Landing-Fire Protection tg., Porches & Decks; Soils -Steel- //Z; /" Ftg. De o n Roof 04arbaWg-Attic Vents -Rafter Outriggers �t mwalls, MAia!-Steei-Bfvet@uts-Wca4ped-S4ab Sidi a -Veneer "temwalls, Garage; Steel Blaeltati rs-F' ucco Me h -Drip Screed-Fdn. Vents-Underflr. Access 54. Glazing Area -Glass Protection -Skylights -Plastic - w.V.: F Fit ' gs T way C/ Se hear Walls; Nailing -Bolts Size-Anch 0. Water Pipe; T ' - s- egulato Service Test 1. Electric; Underground r 9 & Du s; Clearance -Material -Support -Ins. trde -S s -An or Bo -J[S "ents C Card -BI Date Card -BI Date Card -BI Date 3 and -BI Date Card -BI Date Card -BI Date Card -BI Z Date <5 Card -BI Date&40-Z eZit Date FIN (Plans) OK except q's Card-BIDat Card -BI Date Date PLU ING (Permit) OK except q's Ext. Steps -Door & Sidelight Protection -Landings 5t1✓Sfnoke Detector Ht.; Vent- ccess-Combustion Air 58 urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Eater Water Pipe; & Anchors -Nail Protection 1 .W.V.; t-Fttngs & Anchors -Nail Protection iSg,-Bedroom Exiting 1 hower Pan; Test, First Floor -Tub Access SAe,G.F.I. & Bath Fixtures & Tub Access -40. Fest Tub & Shower, 2nd Floor -Tub Access 6d—Elec. Trim & Subpanel; Breaker Sizes -Labels Pipe; Size & Anc ors j 62r Stairs & Rails 66, -Fireplace or Stove; Clearances -Hearth 64r,�Elec. Outlets at Wood Panel; Int. & Ext. Card-BI__Date Ca BI Date it. Fixt. liance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Date ELECTRICAL Permit OK except N's a ets, Receptacles at Kit. Counter -e'r-. Garage Fire Door; Swing -Landing -Closer 68: A.C. Duct in Garage -Damper lure & Transformer Clearance -Ins. Protection Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Elec. Receptacles Spacing -Lights &Switches at Doors WPlb., Elec. & Mech. Equip. Listed for Location Size Boxes & No. of Conductors -Stapled -7-1-Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. mex Installed Close to Edge of Studs & C.J. ;L2- Insulation -Foam -Looked in Attic [j Yes uip. Ground made up w/Mech. FastenerF_s & r }8—Guard Rails & Deck Construction -Post Caps - 2 Appliance Circuits in Kitchen &Conductor Size 74L Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor f�[Ies _ 26,. bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. / ' / gaAQDr ,A_] en Circ. / / ga. Cu or Al, I ulated Neutral []YesL`•7No 75. Following instld.: Drive ❑ Yes o; Walks ❑ Yes Planters El Yes k -o 1006%rvice-Riser Conductors & Ground -Main Disconnect IS—Stucco; Brown -Finish -2 uip. Clearances; Pane ls-Motors-Mech p.-7ZNz�-A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Clothes Closet Light -Shower Light _ ents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 7C1y t,[�`F LIjisconnect, Electrical, Plumbing -OBWOExterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date b ZCard-BI Date 89•. -Ventilation throughout House M-13 Ias s Card B -I n Date ^' `Card -BI Date Date WCHANICAL (Permit) OK except q's tiProtection _ orrecons from Previous Inspections 8d --fes Test -Meters Tagged; Gas -Electric 31 A.C. Ducts; Insulation & Support 85 ---Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation g nergy Compliance Certificate -Other Certificates _ 33. ondensate Drain & Overflow; Size & Grade 34. rnace-Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. AtNic Access & Platform if Furnace in Attic __— Card -BI Dat Card -BI Date Card -BI_ Date Card -BI Date Card -BI Date r Card -BI Date Card-BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA Plans) OK except N's Comments at Final: Si , Proper Material & Anchors _ ; Studs -Nailing, Spacing & Bracing -Plates -Sound B Walls over Girders & Floor Nailing 3. . Dr_41t Stop in Walls (rat proof) —4 ire Stops; Furred Ceilings -Stairs -Chases -Tub & Beam -_Size_& Bearing _Fjoader a4 . Ha ers-Post Caps -Anchors -Connectors 4 Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat 'Tl-, lt,c Access; Size & Romex Protection -Draft Stop -Ins. Baffles 8drm. Windows or Exiting Doors -Sill Hgt. & Dimensions #^-Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit jobsite) RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED r/IN C NFORMIANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT (' S location) ,�'� BUILDING PERMIT NO. ('U 2,-7- Fe Z P P"t A.P. NO . `t D — q — C/ o THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or --write, N/A if not applicable) m' INSULATION: GLAZING: Slab Edge. N.A Single Glazed p� Fdn. Walls All Special (Insulated)— pd4(--- Floors A'tA CERT. &.LABELED-WDS. Walls 111 & SLIDING DRS. �/Ps Ceiling/Roof —[q WEATHERSTRIPPED DRS. Ducts A.'A BACK DA11PERED FANS Qum Circulating PipesyA INTERMITTENT IGNITION DEVICES /1//a APPROVED HEATER wy.& .3-fj�g CERT. APPLIANCES APPROVED WTR.HTR. Ps I DECLARE THAT ALL REQUIRED ITEMS AS NOTED -ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (:please print) Insulation Applicator General Contractor/Owner Name Signature of General Contractor/Owner State Contractors License No. 6_11 ASO ca vs4ty ease print) Date tate Contractors icense No. THIS CERTIFICATE 11UST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO - REQUESTING FINAL .I"' '-ION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION W THIN THE 014E.LLTI COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise-- Phone: 872-2961,-Ext.,,57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this r, or need additional explanation, please contact this office immediately. "1 ` '` �.� � t, ;'l �- vim'✓u'-� -W J Inspector_ -- Date _ Inter-Depart ental=�Mem®randum 0.4 FROM: SUBJECT:�/�� DATE: OvJAK-s �t Inter -Depart m 6.. Memorandum • TO• � /� 'C�`U �� ,FROM:GLy�C t SV BJ ECT: DATE: / , 19 -* ��(erl X00 - fS— 'Veee, C,4� COUNTY OF BUTTE f _ - DEPARTMENT OF PUBLIC W 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 `CORRECTION /NOT/ICE UILDING OR PFROPERTY ADDRESS 1 - XZ- -A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office Inspector-- J: /�f�/ w V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT o. / 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT /O27;- 82 ASSE CEL U BER 'Z4NG IJANG PERMIT OWNER / TELEPHONE SO. FT. OCC. BUILDING VAL ATI N OWNER'S MAILING ADDRESS C ca L'Oc% 4`o CONTRACTO 'S NAME TELEPHONE TOO /! ® it J L/ CONTRACTOR'S MAILI D REBS TY Fireplace 6" CONSTRUCTION LENDER AID 'vim UNKNOWN Total Valu on $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $W Do ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O() Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDI Nj., DDRESS • d� �Cl PLUMBING PERMIT Filing Fee 10.00 Each Trap -ell 2.00 , pp Repair drainage or vent piping 5.00 D�� ® Water piping 2J LO NO. SUBDIVISIJIN NAME PARCEL MAP Each qas water heater or vent 5.00 . Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer ��00 Lawn sprinkler system 5.00 0 C/1/ TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Oc% Contractor e; ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 5.00 i - Main service EA. ADD'L 100 AMP 2;50' ' NEW CONST. ( DWELLING %l�P'�\ OR ADDNS. ACC. BLD J J 2� sq ft CONTRACTORS LICENSE LAW I declare under penalty perjury p y of p erjy (Check One): EJI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my nlicese is in full force and effect. �--,%�icense No. Classification U I. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) 1 ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I -OUTLET 2,50 ea NON -REBID BRANCH CIRC ITs NEW RESI(POWER APPARATUS el NON -REBID, SINGLE OUTLET CIR. / D. 50@25e Ex. Occup o OR FIXTURES BAL@1 A FIXED PPLNS, OR FIXED Ex. Occup.(o UTLETSI(RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 & rc b Gx Permit F16e or $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department` a Certificate of Workmen's Compensation Insurance or. a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating K P p Cooling Hood 3.00 v Ventilation Permit Fee $ Contractor w 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in consequence of the granting of this permit. n �� 3 �/ X / Sign ure of Applicant — Owner Contras r ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ l0 OccuP. GROUP 17 F j YT. PARC PD ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC By f PE T EXPIRES Date the applicable provi- Date resolutions to do fees. have been paid. WORKS Date 4f.T��_ ?y ����� Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PEVNO. 560-77B,P,E PERMIT EXPIRES Zzi OWNER Frank Solinsky CONTR. Chico Custom.Pools, Chico LOCATION (A.P. 40-45-64 . 1 Humbug Rd.,app. 1 mi.E.of Skyway, Chico. y f' 1 1 Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Cal 'd PG&E J•B FINALED 4 _ (Date) (Signature) Brown A COUNTFY OF BUTTE — Di=-PARTMr;NT OF PUBLIC WORKS BUILDING INSPECTION RECORD Temp. Pole Finish BVILDING BUILDING (Cont'd) Interior Lath PLUMBING Setback — --7 7 Firew 1 Soil Piping MOBILEHOMIt UTILITIES ------------------ Forms7 7 Parapes 1st Floor Gas Piping Main Bldg. Elec. Continuity Restroom Fin h 2nd Floor Gas Piping Footin s Windows 3rd Floor Stemwaix Sidina To out Slab Roof Sheathing Water Piping -- ZD—? 7 Piers Roofing V Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I V Garage Vents Insulation Water Htr. Heaters Slab Carport Footing Prov. for ph si Ily handicapped Conformanc of ex. structure Appliances Gas Piping Tem . Gas & Test Slab Final 2 6 `— Sanitation Patio FIREPLACE Final ootin s Fo tln ELECTRICAi- Masonry Walls Throat Rough —'Z 7 Reinf. Steel —-7 7 Final Fixtures O — ? 7 Bond Beam FIRE SPRI LE Motors 2-0-72 Framing Test Water Htr. — Stucco Final Subpanels -2-0-7 Mesh MECHAWCAL Grd. Fault Prot. — LO— Scratch Heating Service Brown A Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilat Permanent Door Closer Fina Final G— MOBILEHOMIt UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOSILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DA TE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) fAUNTY OF BUTff DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PlERMIT ,:; - - � Z_ 7 hill g BUILDING Owner rJ SQ. FT. OCC. BUILDING VALUATION Mailing Address—fes 4ai /C?d n ij�w (.,/7 �f9 Telephone No. Fireplace Contractor C./Y7L'O ��� � `— C Total Valuation Mailing Address U O�'�iv� / Permit Fee Plan Checking Fee&/or Penalty �Yleone oS Permit Fee $ Q $ Oc Building Address �� PLUMBING No. @ FEE PERMIT FILING FEE J$3.00 OCi 4c& Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 /S—O Each gas water heater or vent 1.50 ,/ A. P. No. fT� Q —®Ola -- ® Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Rkres I { FireDept. FireZone Use Pen -nit Building sewer 5.00 EQA� Parking Parcel M`ap/60' R/W Improvem nts Lawn sprinkler system 2.00 �'�DeParceion B dl g. PI d e7cff Parcel Appro4Qf 1 PI Approval Permit Fee $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 �,OQ ]—Main Main service 6001 OR LESS 5.00 100 AMP OR LESS Main service EA. ADD -L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others service 1100EAMP oR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 V �:J NEW CONST. DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. NEW CONSTR. MULTI -OUTLET NON•RESID. ( BRANCH CIRCUITS) 12.50eal NEWCONSTR. POWER APPARATUS & NON .RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style f: A Ex. Occup(OUTLETS OR FIXTURES)50 @250 BAL@1 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 7/ .t—� License No._�B�,�c) Classification tn''d_7 Misc. Wiringall O 6.25 �GG� , ❑ I am exempt from the Contractors License Laws of the State of Califomia. Permit Fee $ $ 3 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of XI"Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above -me ioned property for inspection purposes. Date (/ Si nature o P rmit A t TOTAL PERMIT FEE $ ;� This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR(9 PUBLIC WORKS e ee or gen ��� BY Date �� �'—% ��� Receipt No. Z �—� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant ilding permit expires Date -r C OWNER RESIDENTIAL PLAN , CHECKING GUIDE (S.F.-9 DUPLEX, & MISC. ONLY) Bldg. Permit # A.P. # A• .A. GENERAL Zoning requirements (sideyards and parking). 2. Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. ' Setbackq, sideyards, easements, etc. Other buildings or structures. 0,>-e,5 /"tx, � Grading, fills, drainage. 11A4- C. FLOOR PLAN -A.` Complete to scale plan with dimensions.. Required windows for light and ventilation (Sec. 1405)., Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20.% max. per.State law). Human impact glass (Sec. 5406.). Required room sizes, ceiling heights (Sec. 1407). , '7!` G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). _.S-- Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. „9T Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and -closer (Sec. 503(d)(4)). J1! 1 - 3'0" exterior exit door.(Sec. 3303d). 142. Fireplace location. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS, - ,,I, - Foundation plan complete enough to construct building. ,.a. Floor construction details complete enough to construct building. --3-" Elevations and wall construction details complete enough to construct , V Roof construction details complete enough to construct building: Fireplace construction details and calcs if over one-story in'•height. Sufficient data and details to satisfy energy insulation requirements E. MISCELLANEOUS ITEMS•TO LOOK OUT FOR 1. CCX plywood on exposed locations and overhangs: Stairway details (Sec. 3305). ,31' Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32).. 01 Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. building: (State law). �Q. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. . Two (2) exits on three-story dwellings (Sec. 3302). c^ 6�/A1t� a- I Ok'*"'Y WL �J1ii�sf JLe- o IT �PERMIT NO. 155-75B,P,E,M E M �1 P M��RkL- PERMIT NO. PERMIT EXPIRES °OWNER Judy Solinsky ON TR. LOCATION (A.P. 4o-02-99. ` s/s Humbug Rd, 2 mi. E. of S�yway, Chico J t"ll+ r } r Temp. Power Pole " Called PG&E Temp. Elea Serv. Called PG&E �" 7 67 Temp. Gas Serv. Called PG&E e SOB Z j �-7 FINALED (Date) I (Signature) a .. COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD""`"� BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings —j -?�— Windows -'j 3rd Floor Stemwall — s Siding To out Slab Roof Sheathing�2 Water Piping Piers 3 J -- 73 Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents 1. Water Htr. Stemwall Prov. for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final 7r s Sanitation Patio FIREPLACE Final Footings Footing — ? ELECTRICAL Masonry Walls Throat Rough `- Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing — Test Water Htr. ---.2 ' 7 Stucco Final Sub anels — Z 2 S Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp.IfNOe. `- Finish Ducts — —'7 Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS / G � ` g' 7s � �i`•0 vl��, C 8 � G/d K� J li G S f l 2 � c f� Y/ � �� G�/j'�`/'S / t' 5� �� tr Ole COUNTY OF BUTTE —, DEPARTMENT OF PUBLIC 15 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT S� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ate Signature of Permitee or Agent Receipt No. i 2`13 ti 14 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 'This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT PUBLIC WORKS By � Date f- -2-2 - -7 `1 /-Z-7- ilding permit expires Date ................... ..............W. BUILDING Owner s -3 s SQ. FT. OCC. BUILDING VALUATION �� O O '080.00 Mai I Ing Address � 8 J®O C o Telephone No. 8 8 Sr Q (� Fir lace 0 0r 0 Q Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty T elephone No. Permit Fee $ O , i Building Address" 3 U� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 C9 C) Each Trap 1.50 r' / Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. �— — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 s EQA S n Fire Dept. Fire Zone Use Permit Parking Parcel R/W Plans Declaration Parcel Map 60' Improvements Building sewer 5.00 Lawn sprinkler system 2.00 g. Plans Recd Parcel�Approval Plans Approval Permit Fee $ 157 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3, OC Main service incl. 1 meter 31 Additional meters, each 1.00 Sub -pan (12 or less) (mor n 12) Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ Rakg, Cook:,W or Oven 1.00 00 Water er or Space Heater 1.00 Light fixtures ba 11 10 swi fix o C CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: H Ex�rF.A.Furn.Motor 1.00 ,Q4 Evap. cooler, gar. di sp. or 1.00 0 C3 Ai.L_a67ditioner or heat pump N Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 19 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $3 C WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ WI have placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. I certify that in the performance of the work for which this VIJ permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating© pp Cooling -/.00 Ventilation Hood / 2.00 Z, 00 Permit Fee $13,00 $l3e d I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ate Signature of Permitee or Agent Receipt No. i 2`13 ti 14 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 'This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT PUBLIC WORKS By � Date f- -2-2 - -7 `1 /-Z-7- ilding permit expires Date ................... ..............W. COUNTY OF BUTTE — )DEP4iRTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 6'a-141 D����� Tel ephone.°"534"--45'41 APPLICATION AND PERMIT authorize representatives 9f the County of Butte to enter upon the above-mentioned property for inspection purposes. N'x //- 'ate Signature of Permiit�ee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE TOR OF PUB IC OR�;/(� By Date uilding permit �e BUILDING Owner s' SQ. FT. OCC. BUILDING VALUATION Mailing Address t Tele hone No. Fireplace Contractor ®GQJ Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address �' ���� PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 S F S Each Trap 1.50 l < C ® Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F W. -Som� Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Imp rovements p Lawn sprinkler system 2.00 Mg. ans ec Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ® ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00, O C -11 41 g4r?i em eft ain service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or le (more than 12) - Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Coo or Oven 1.00 X O O Water Heater or Space Heater 1.00 Light fixtures bO02 e (dReceps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. rn. Motor 1.00 Evap. cooler, gar. p. or D.W. 1.00 , ©d Air mit ner or heat pump /, S Water pump 2-7 S-0 Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring ii ° °I am exempt from the Contractors License Laws of the State of California. Permit Fee $13'' cc). $ �( WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby175) TOTAL PERMIT FEE $ 3 authorize representatives 9f the County of Butte to enter upon the above-mentioned property for inspection purposes. N'x //- 'ate Signature of Permiit�ee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE TOR OF PUB IC OR�;/(� By Date uilding permit �e F / ebb! DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY. Director 7 COUNTY CENTER DRIVE; O.ROVILLE, CALIFORNIA 95965 Telephoner(916) 534-4581 H. W. M.DONALD Deputy Director August 24, 19II1 Frank J. Solinsky RE�-k- Certfic to of Compliance P. 0. Box 1738P 40 5-06 L 40-02-99 Chico, CA 95927 Dear Mr. Solinsky: Enclosed please find a eopy'of the Certificate of Compliance issued by the Butte County Department of Public Works, which was recorded on A ysl 6, 1981, in Book 2646 Page 645 , in he Office of the Butte County Recorder. Issuance of this Certificate of Compliance was approved by the Butte County Subdivision Violation Committee on July 221 1974. Should you have any questions regarding this matter, please contact this.of>:ice. Very truly -yours, Clay Castleberry Director of Public Works ibhn Mendonsa : ssistant Director JM/ds enclosure cc Pla,�Lni -S Dept. Chico =__v. Health Dept. RETURN TO: Public Works Land Development Section CORLi Jen AUG . 6 .. , . l2 S ? �. CERTIFICATE OF COMPLIANCEC(�EK-RECCRG Frank J. Solinsk y Issued to: P. 0, Box 1738' Chico, CA 95927 fiE� This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division.which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County .Code. 1. Property location: The southeast corner of Skyway.and Humbug Road. Northeast of Chico. 2. Assessor's Parcel Number: 40-45-06, also known as 40702-99 Description: All that certain property located in the County of Butte, State of California, more particularly described as follows: All that portion of the following described parcel of land lying Northerly of the centerline of the Crouch ditch and Northerly of the centerline of Edgar Slough, as the same existed June 1969. A portion of Section 4, Township 21 North, Range 2 East,.M. D. B. & M., described as follows: Commencing at the U. S. Survey quarter Section corner between Sections 5 and 32, Townships 21 and 22 North, Range 2 East, M. D. B..& M.; thence.along Township line, North 89° 37'..East, 2665 feet to a stone at the U. S. Survey corner to Sections 4, 5, 32 'and 33, said Townships; thence along Section line between said Sections 4 and 5, South 00° 20' West, 334.70 feet to an old fence; thence along said.old fence (being the Southerly line of the property now or formerly owned'by Lyman W. Stephens) following its various. meanders, on the following courses and distances: North 73° 14' East, 104.80'feet; thence South 84`32' East, 327.65 feet; thence South 81° 00' East, 316.5 feet to the .true point of beginning for the parcel. of land herein described; thence from said true point of beginning, continuing South 81° 00' East, 100 feet; thence South 40° 50' East, 567.70 feet; thence South 30° 27'. East, 89.80 feet; thence South 70 26' West, 177.80 feet; thence South 50° 35' East, 133.50 feet; thence Sou th_480 10' East, 156.20 feet; thence South 52° 56'.East, 94.40 feet; thence South 590 35' East, 120.20 feet; thence South 68 11' East, 68.80 feet; thence North 890 24' East-, 207.80 feet; thence South 890 30' East, 64.40 feet; thence South 83° 18' East, 533.50 feet; thence North 9° 14' East, 70.40 feet; thence North 83° 34' East, 154.70 feet to the intersection with the North and South center line of said Section 4, at a point 1415 feet South 00° 10' West from the quarter Section corner in the North boundary line of said Section 4; thence South 00° 10' West, along the North and South center line of said Section 4 -to the.Southerly.line of that certain parcel of land described as Parcel One in the Deed from Robert S. Miller, et al, to Pleasant G. Taylor, et ux, dated November 13, 1950 and re- corded November 16, 1950 in Book 555 of Official Records, at page 64, records of Butte County, California; thence Westerly along the Southerly line of said Taylor, et ux, parcel, to a point which bears South and parallel with the Westerly line of said Section 4 from the point of beginning; thence North and parallel with the Westerly line of said Section 4 to the true point of beginning. RESERVING THEREFROM a non-exclusive easement for road and utility purposes over the Northeasterly 25 feet thereof. Issuance of this. Certificate is_conditional upon the following conditions which. have been imposed pursuant to the Butte County Code 0 r�v 00 Xz