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068-300-004
TRAVEL TRAILER WITHOUT P 10/21/92 ERMITS 2- 068-30-0-004 `.ELIZABETH M LERENDU 3331 Glen Avenue, ORoville 068-300-004 03-0346 ETLER, JOHN GLEN AVE, OROVI NALE NEW SINGLE FAMILY '1..� of � T @CED)ilo NOTES RESIDENTIAL PERMIT NO: 068-300-004 J03-0346 H S ETLER,'JOHN J? GLEN AVE, OROVILLE NEW SINGLE FAMILY 9 f y J 1 J� I t t V SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY y j Address f GAS Meter By Dat IC 7 Met JOB FINALED (Date) 0 7�jSignature CHECKED BY J=OK 0 = Not OK NotReady, MOBILE HOMES Date 'MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date Elec.; Pool Lighting; 15 Volts-GFI 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 Date 8. Gas and Electricity Tagged Date 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 Card B-1 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-Panelboards-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 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UN E LOOR (Plans) OK except #'s B-1 Date Card B-1 on ing-Setbacks-Easements-Flood-Slope ' g. ain; Soils-Elec. Grnd j/_–/" Ftg. Depth 6 g., Garage; Soils-Steel-Elec. Grnd.-/ 2_-P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped -17 8. Piers -Fireplace Ftg.-Steel 10. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date WCard B-1 Date Card B-1 Date Ca B-1 Date Card B-1 Date P_ U013ING (Permit) OK except #'s 1ater Htr.; Vent -Access -Combustion Air Baffle 1 at Pi e; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings &Anchor -Nail Protection gbShower 21. Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card 13-1 Date Card B-1 Date Card Date Card B-1 Date ELFp'fRICAL (Permit) OK except #'s 4. Fixture & Transformer Clearance -Ins. Protection 2 Elec. Receptacles Spacinq-Lights & Switches at Doors 2VSize Boxes & No. of Conductors Stapled ?;?– R� Installed Close to Edge of Studs & C.J. 28.E 'p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 9O. ,Obfeed Wire Size/ /ga. Cu or A . Wire Size /qa Cu or Al 3, ,Range Circle/ aga Cu or AI -Oven Circ. / /ga Cu or Al ,)nsulated Neutral 0 Yes 0 No S ice -Riser Conductors & Ground Main Disconnect 3 . Equip. Clearances Panels-Motors-Mech. Equip. 3 othes Closet Light -Shower Light -Spa Light Persmoke Detector Datel,[ ;. 7card B-1 ? Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ucts Insulation & Support 67. V an, Exhaust above insulation ensate Drain & Overflow, Size & Grade r Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 Attic Access & P tform 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. s Proper Materials & Anchors 4 . W IIs Studs -Nailing Spacing & Braces -Plates -Sound 2earing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 4 . lire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4e Headers & Beams -Size & Bearing Date F"MING (Continued) 0. Hangers -Post Caps -Anchors -Connectors owWl g. Joist-Rftr. Ties- Purlin-Roll Brac r ting.-Rtng. Abetleplace Ties or Type A Flue -Fireplace Throat Clearance . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions V",, Garage Fire Protection Framing -RC Channel Property Line Firewall & Openings V. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access G azing Area -Glass Protection -Skylights -Plastic QgeO'Shear Walls: Nailing -Bolts 61. Brace Interio terior Wall Pa els • &C . Insulatio gs 63. Infiltration- - indows Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA Plans) OK except #'s 4*47 Ext. Steps -Door & Sidelight Protection -Landings moke Detector 6 rnace Vents -clearance -Comb, Air -Connector - In G age; Above Floor-Ducts-Mech. Protection LA;4�.ed.pom Exiting F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels place or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. it. ppliance; Ground -Air -Gap -Cooking Clearance utlets & Receptacles at Kit. Counter Gara ire Door; Swing -Landing -Closure Cct in amper 7 . r. H • Vents-Clearan Comb. Ad;nnect6t-411T.V. in GllirajT Above Flo&-Meo4_P-rotection lec. & Mech. Equip. Listed for Location AD�Elec. Receptacles in Garage IF.F.I.I-Romex Protection AArtf"sulation-Foam-Looked in Attic •81–Ga='Rails`& Deck Construction -Post Caps 8 . ens raw o e Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Followin ./Drive 0 Yes 0 N /Walk 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucc Br w tnis q,S 4 W_ C. Unit Disconnect, Electrical -Plumbing TOFVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87,_LVerOLllelt, Disoonnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground bW-Ve—nti Throughout House asp Protection AP orrections from Previous Inspections as_.Te§t-Meters Tagged, Gas -Electric �!Vt€r & Sir Connected -C/O to Grade -HD Approval Enamitompliance Certificate -Other Certificates Address Posted 9a F0 inkier Date 12Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dat ' Card 13-1 Date Card B-1 Comments at Final: CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS ' 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 �J 1 V ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 ��' �'e� ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 DATE INSULATION COMPLETED al 1018103 ��. ( square feet) ( square feet) ( square feet) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL r MATERIAL `' '' ` - - � " . MATERIAL ' FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER CT OCF KN CT OCF KN CT OCF KN BAGS R -VALUE APPLIED R -VALUE APPLIED MIN.INSTALLED WEIGHT PER R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS 1a 3 j� SQUARE FOOT INSTALLED 01 f� THICKNESS Iq 5)10 KNEE WALLS IF R -VALUE IS OTH R THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS CT OCF KN AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE 'INSULATION PO T V , TITLE ffl"(f2r-DAE/am\J�a ) 7J()L4 SIGNATURE - GENERAL CONTRACTOR TITLE DATE REMARKS WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,411 Main Street • Chico, CA • (530) 891=2751 _.. 7 County Center Drive • Oroville, CA • (530) 538-7541 _,CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If .ou have any questions pertaining to this matter, or need additional explanation, please cont t this office immediately. ; fT n n /I Inspector 7 REV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street,,,Chico, CA • (530) 891-2751 7 County Center D.Eve • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office whentdorrection of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. )) /3ye,, r t. VA Date�''� Inspector REV 10/92 1/ t/ �� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector REV 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION } 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 03— (Rev. 12/96) 3—(Rev.12/96) APPLICATION AND PERMIT V ASSESSOR PARCEL NUMBER o e ZONING BUILDING PERMIT OWNER H1 r r' T ° PAILIT A TELEPHONE 934-431145 SQ. FT. OCC. BUILDING VALUATION 2/45 070 OWNERS MAILING ADDRESS 3333 morningside dr. 0:0. 95966 _ _-0 CONTRACTOR'S NAME U '� T �Tiq TELEPHONE `0 224 Vi! CONTRACTORS MAILING ADDRESS ?9 6 RAP, CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation IAL94 ARCHITECT OR ENGINEER LICENSE NO. ' Filing Fee $ 20.00 Permit Fee $793-50 ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $ BUILDING ADD s GLEN A�T 7E. GROVILLE Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ LOT NO. % �r SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Feng Fee 20.00 Each Trap I_�_ 7.00 77.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent .15.00 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: i.j' tT STN LF. FAMTT.Y Gas piping system 1 - 5 outlets 15.00 i5,00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ '157.00 ELECTRICAL PERMIT Fee 20.00 RLESSFling 600VMain Service zo.A OR LESS 23.00 2300 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ? X �Date 0 - ie - (� ? Signa re of A0plicaUL..o00 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" de and demolition or nstruction of structures over 3 stories in he i ht. Receipt No. n I Main Service zooA To ,000A 46.00 NEw CONST. DW EWNG OCCUP. so OR ADDNS. ( a Acc. S.3.5¢x: NOONS.. NEWCONST.MULTI.OIUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES @ ''00 BA20 L so FIXED APPLNs. OR Ex. Occup.oun.ETs REBID. Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 147.05 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling ? c Hood 6.50 6.50 Ventilation r (► r 1 ^^ ? PERMIT FE r,/ Mobile Home Installatie-e $ Energy Inspection Fee Occ CONST. TYPE TOTAL FEE $ ; HAZ. D. IM Loo CDFj PrL v PJi! ✓ IS E This permit is hereby issued under of the Butte/County Code and/or indicated ove for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. %� fP� V �►" D to WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP OR GOL ENROD-AP LICANT ( COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL NG DIVISION J , 7 County Center Drive • Oroville, California 95965 • Telephone (530 538-153 _ -- PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT JSE=RPaA17,S'l ' �UV- (;�j _°`" n BUILDING PERMIT r"I,�-�� �� ,Z SQ. FT. OCC. 6UILDING VALUATION eaAnu+s lo -H R`70 - ADC — C�'Y� UmmTO s e+Au , AooRss ' cora-nu,cnon�rx uam�s wiaove �ooR�s ARCW= OR ENMEM ARcta= OR INGNE s MUM ADMEW O YV . I .1�, - -V-7 9—V I 1.17rim I I su3mV=m s W -NE go USEOFSTRUCTURE SF )U Duplex D Mobilehome O Other SPECIFY TYPE OF WORK idew AddEon D Remodel 0 tMrm D InsiaflaSan O Other 0 Describe Work F=')— c�� f Xj of 8 S *?SWIT FEE PAIt> SRA SkWFF AAOVW RE =V-rcb * Nvmm�VO " TO W h1T INTO W#Xgst Permit Fee S ' Gj�> �j Z Pian Checkin Fee S 'y Energy Plan Checking Fee S 3 . S PERMIT FEE S PLUMBING 'PERMIT Filing Fee 1 20.00 T 7.00 _ or heat purnp water heater 23.00 aping 15.00 f as water heater or vent 15.00 in 1 - 5 outlets 1 15.00 _ '10 sewer 15.00 S 1 Home ISIGIWI - I I @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 2000. Main Service 29.00 Mala Service ( 2Mto I—A ) as.00 •Oecu . OLMOcRFIXTUM jakVa"mme • W l- 9AL 090 Oacu D.R• ovn�s E!l 5.00 or Service r 29.00 bile Home Fa�ities 20.00 m Waing 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating U — Coorm 5 — Hood o ventilation ERMIT FEkMo "t— a Home Installa5on FeeEnergy Inspec5on Fee S This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY .Date ReceiptNa PERMIT EXPIRES ON YVIIrTE•D.D.S.•B.D. CANARY•ASSESSOR PINK -INSPECTOR GOLOENROO-APPUCANT Palo) �Aw`�^•1 ,..itrY� :.,:.sw �tS »' °:'•.;,• j{S•pe�:.t'?ET:vYH:+'r� ams';. '+i ,£ 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: �.ASSESSOR PARCEL NUMBER Proposed Building Use: j, Counter Technician: Date: �� • V� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. r� 2. 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. j. 4. Engineered truss details and layouts in duplicate. No faxes! 5. 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. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Xaining items needed to issue the permit. (May require additional plan review upon receipt of the fo lowing items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ✓ ❑ Statement of Intent for Non -heated and A/C Buildings ................................... ...... . Sanitation at�d-pleipla�a-apprc�vaLfrnm rhP Fnvirannaentad-Heafth*(Ccel in "o'�"a `� ✓ 17. City of Chico Plumbing permit............................1...........18. California Department of Forestry plan approval ll?paid. Sent_ b.................... ❑ 19. Planning approval for (A) Use: (>K (B)Parking: heck: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). &'*1 22. Pre -Inspection for required ................ ❑ 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) ..................... 42 6. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... dd ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: f , When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: t7 `� 1 It— k1 If"� te: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data 8y ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: _ Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: J. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE OWNER PROP ED BUILDING USE �v � 1. BUILDING PERMIT FEES ^C Balance Due ....................... $ a (Ds Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SC L DISTRICT EES S I eN� (p4da'l ) ( ble a kS FEE (paid at Building Division)(��R...................... x $360.00 = $ a�` 6 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. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) fat 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. # UCI,�s�3�x�• 00 DATE REC7�rT D�Boa' "4Ig�� X6083 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. ' 0901i7:\Llt 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) W z (moor runs revieweo oy scnooi uistnct versonneq District Identification No. R•1 A. School District Number �i�'�„h� A.P. Property Owner y Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) C� I� Building Department No. Jurisdiction: City ]� County Lot No. Residential Development E No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection): i................................................................................................................... Sq. Footage jv� (Group R) Sq. Footage (Including Exterior jRoofed Areas) Date 3 Paid by Check N Remarks: C> to a. 3 O a— O 0 C Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) V feeformAs (10/98ldmm (moor runs revieweo oy scnooi uistnct versonneq District Identification No. School District certifies that �i�'�„h� 1t , p + I &-moo-- (Applicant) v (Street Address) (Phone Number) a Sg (City) (State) (Zip Code) has complied with the requirements of Resolution No. Q 1 —O X—t. C 0 by payment of $ t; t (. •�/� representing��� 5 square feet. AB 2926 $ FULL MITIGATION $ School District Represent£tive Date Paid by Check N Remarks: C> to a. 3 O a— O 0 C Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) V feeformAs (10/98ldmm o°° RESIDENTIAL PLAN °.-: REVIEW GUIDE c : "�c.. i...- c SINGLE FAMILY, DUPLEXAND 1 n _ _s A,17SCELL NEOUS ONLY Ovv-rer. ,-, /,f Building Permit Number: _ �i — 6 F (/ Plans Examiner': ,L;adct 5JMfs'n A. P. Number: O �f �� 7 GENERAL: --tom Zoning requirements - (number of permitted living units). X Plans signed by the designer. Proper description of work on the application. ,- Existing violations on the property. ---k' Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side card, easements. etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditior on Parcel Map: Noise 0- SR.- Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fes ❑ Federal aid Roue and/or Federal Aid Secondary Route setback requiremenL Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). °'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). 10 Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension dM be 20'. When % indovv s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). SkN-lights (Uniform Building Code section 2409 & 2603.'). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls. bathrooms and toilet compartments may have a ceiling height of not less tine 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). jo GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening info a bath bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroM or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code aecdon 30.3). Garai firewall separation - required on garage side including supporting walls and posts (Unilaub'"" Code section 302.4 exception #3). L nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (L niforn Building, Code section 312.1). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 ater closet clearances (Uniform plumbing Code 408.5). Shotatir compartment minimum )024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). ,17!Bearing %%-ails shall be supported on masonry or concrete foundations that shall be of sufficient size to support aU loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. racedwall all panels shall star at not more than 8 feet from each end of a braced w'aU line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braced v%'all Oi lines must be continuous throughout the structure. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ---3-01 Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to conswct building (Uniform Building Code Table 18-I-C�. I.Floor construction details complete enough to construct building. evations and usil construction details complete enough to construct of construction details complete enough to construct building. replace construction details and calculations if necessary. rage door header size(s). rch header size(s). -pical header size(s). Stud heights. High expansive soil - special foundation design required. Retaining walls requiring design. sum wallboard nailing inspection required. .If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be pro,6ded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating With the components during conditions of flooding. IMSCELLANEOUS ITEMS: t.Energ)- xay details- landings, rise and run head clearance, handrails (Uniform Building Code section 1003). drails (Uniform Building Code section 509). e or stone veneer (Uniform Building Code section 1403). rior plaster- weep screeds (Uniform Building Code section 2506.5). pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). insulation - protection. alls and stairways (Uniform Building Code section 1004.3.3.2). exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). erfloor access and ventilation (Uniform Building Code section 2306.3 8 2306.7). access and ventilation (Uniform Building Code section 1505). d requirements. - design compliance and supporting documentation. responsible area requirements. ING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinlJers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- of a. w MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 940-05 530-533-2131/FX 534-0902 Job Number 102-11-292 January 21, 2003 Client Name Huffstetler/Daren Diver APN 068-300-004 Analysis CBC 2001 Dead Loads Live Loads Roof Comp roof 6 psf ''/2" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. 2.5 15 psf. Wall Stucco 10 Plywood 1.3 Framing 1.5 %" Gyp bd 2.5 Insulat. 1:0 17 psf. Floor Conc. Slab 50.0 Wind Loads P=C,CggIwhere Exposure B Cc = 0.62 @ 15 feet Cq =0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V = 2.5 CaI W / 1.4 R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. 40 psf q = 14.5 psf @ 75mph I=1 L BUTTE COUNTYFOF cau� BUILDING DEPARTMENT APPROVED 4-/i 4-/° 3 P #. 2 C -n V) m r m X G7 PA G7 G7 G7 G7 G7 G7 .. G7 G7 G7 C'2 s-� ce gee -22� 16�4-2 30P 05l 0-2 &- 'RCV. 02 C-- czen �Z = 3,(:.d� F -z W-0 02 C-- czen �Z = 3,(:.d� C2) kkva c Qcw.. G3 Qou Gena y- N6 Ccs rao 61c e. s awAi - (3) knelt &- 67 G7 �( 2 V 2IV2I2Jz R" Y `6 7' z 2 tb'-(= L(CH IJ(_,,,t- Cl 10 LL pCCwau,�, 7 2 \ 1/ 2 Ili 2 \U ;- -2 G � l Kowa P 2S z � ��� ��r cam• MICHAEL MOONEY CIVIL ENGINEER A RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE v OROVILLE, CA. 95966 530-533-2131 TIMBER JOIST & RAFTER DESIGN V4.4C1 (c) 1983-96 ENERCALC Date: 01/22/03 DESIGN DATA 1 2 - Timber Section 4X12 4X12 ...Depth in : 11.25 11.25 ....Width in : 3.50 3.50 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi : 900.00 900.00 Fv- Allow ppsi : 95.00 95.00 Blastic Mod. ksi ; 1600.00 1600.00 Load Duration Factor 1.25 1.25 Stress Ratio ->> : 0.72 0.24 CENTER SPAN -OK- -OK- Span Length ft : 6.00 3.00 Point DL # : 854.00 854.00 LL # : 651.00 651.00 X -Dist ft : 1.00 1.50 Point DL # : 854.00 0.00 LL # : 651.00 0.00 X -Dist ft : 3.00 0.00 Point DL # : 854.00 0.00 LL # : 651.00 0.00 X -Dist ft : 5.00 0.00 RESULTS Mmax @ Cntr k -in : 45.15 13.55 X -Dist ft : 3.00 1.50 REACTIONS Left: Dead Load # : 1281.00 427.00 Live Load # : 976.50 325.50 Right: Dead Load # : 1281.00 427.00 Live Load # : 976.50 325.50 STRESSES -OK- -OK- Fb.. Allow psi : 1237.5 1237.5 Fb.. Actual psi : 611.6 183.5 Fv.. Allow psi : 118.75. 118.75 Fv.. Actual psi : 86.00 28.67 DEFLECTIONS Center... Dead Load in : -0.020 -0.001 X -Dist ft : 3.00 1.50 DL Ratio 3670 28818 Live Load in : -0.015 -0.001 X -Dist ft : 3.00 1.50 LL Ratio 4815 37804 Total Defl in : -0.035 -0.002 X -Dist ft : 3.00 1.50 Ratio 2083 16352 Page: MICHAEL MOONEY, KW -0601576 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 ' 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 01/22/03 Page: q GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin: Pin Center Span = 8.50 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi - Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calcld at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi APPLIBD LOADS Le : Right Cant. = 0.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 2.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 4.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 6.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 8.00 ft SUMMARY USING 3.125 x 12.000 Beam, Bending = 51.88%, Shear = 84.03% Max. Pos Mom @ 4.01 ft = 9.73 k -ft Shear: Max. @Left = 3.50 k Reactions... DL Maximum Max. Neg Mom @ 8.50 ft 0.00 k -ft ....used for dsqn = 5.26 k Left = 2.01 k 3.50 k Max @ Left = 0.00 k -ft ....Area Regld = 22.13 int Right = 2.85 k 4.99 k Max @ Right = 0.00 k -ft Max. @ Right = 4.99 k Max. Allow Moment = 18.75 k -ft ....used for dsgn = 7.48 k Deflections... fb : Max. Actual = 1556.3 psi ....Area Regld = 31.51 int Center = -0.09 in -0.15 in Pb : Allowable = 3000.0 psi fv : Max. Actual = 199.57 psi ....Dist = 4.25 ft 4.250 ft Fv : Allowable = 237.5 psi ...L/Defl = 1183 676 Ck= .811(8/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2►".5 = 7.92 Bearing Req'd @ Left = 1.73 in ..L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Reg1d @ Right = 2.46 in Right , = 0.00 in 0.000 in ...L/Defl = 0 0 9.73 Mmax - 9.73f1 -k a 4.01 fl -0.00 M.I. - -0.00 /t -k O 0.50 ft 3.50 Ymax - 3.50 kips • 0.00 ft Vmin - -4.99 ktpa V 0.50 It Y -4.99 Dmax - 0.00 in • O.DO it Dmin - -OAS In • 4.25 ft 0.00 -0.15 ft ��} 1 0.0 1.4 2.8 4.3 5.7 7.1 8.S V4.4C1 ICI 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 `. 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 01/22/03 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 16.00 ft Beam Width = 5.250 in Elastic Modulus = 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 14.00 in Beam Density ' = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 285 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Point Load: DL = 1194.0 # LL = 910.0 # at 2.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 4.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 6.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 8.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 10:00 ft Point Load: DL = 1194.0 # LL = 910.0 # at' 12.00 ft Point Load: DL = 1194.0 # LL = 910.0 # at 14.00 ft SUMMARY USING 5.250 x 14.000 Beam, Bending = 67.220, Shear = 43.00% Max. Pos Mom @ 8.00 ft = 34.24 k -ft Shear: Max. @ Left = 7.51 k Reactions... DL Maximum Max. Neg Mom @ 16.00 ft = 0.00 k -ft ....used for dsgn = 11.26 k Left = 4.32 k 7.51 k Max @ Left = 0.00 k -ft ....Area Req'd = 31.61 int Right = 4.32 k 7.51 k Max @ Right = 0.00 k -ft Max. @ Right = 7.51 k Max. Allow Moment = 50.93 k -ft ....used for dsgn = 11.26 k Deflections... fb : Max. Actual 2395.5 psi ....Area Req'd = 31.61 int Center = -0.37 in -0.65 in Fb : Allowable . - 3563.4 psi fv : Max. Actual = 153:20 psi ....Dist = 8.00 ft 8.000 ft Fv : Allowable = 356.3 psi ...L/Deft = 515 296 Ck = .811(8/Fb)".5 = 19.05 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 5.34 Bearing Req'd @ Left = 2.20.in ...L/Dell = 0 0 Cv per UBC 2312.4.5 = 0.98 Bearing Req'd @ Right = 2.20 in Right = 0.00 in 0.000 in ...L/Dell = 0 0 34.24 Mmex - 34.24ft-k • 8.00 It -0.00 AA I Mmin= -0.00 It-kO 16.00 It - 7.51 Vmex - 7.51 kiDe P 0.00 it Vmin - -7.51 kips • 16.00 It 7.51 ' Dmax- 0.00 in ♦ 0.00 ft 0m1n - -0.6S In ® 8.00 ft 0.00 -0.65 !t I 1 1 ' 0.0 2.6 S.i 8.0 10.7 15.4 16.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER �S RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Timber Section Beam Width = Beam Depth = Lamination Thickness = Fb - Bending = Fv - Shear = Fc - Bearing = Date: 01/22/03 650 psi Point Load: DL = 212.0 # LL = 162.0 # at 2.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 4.00 ft Point Load: DL = 212.0 # LL = 162.0 # at .6.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 8.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 10.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 12.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 14.00 ft USING 3.125 x 12.000 Beam, Bending = 33.47%, Max. Pos Mom @ 8.00 ft = BEAM DATA Max. Neg Mom @ 16.00 ft = 0.00 k -ft End Fixity Pin:Pin 3.125 in Blastic Modulus = 1800000 psi 12.00 in Beam Density = 35.0 pcf 1.50 in Load Duration Factor = 1.25 2400 psi Beam Wt. is Added to Loads 190 psi- End Shear Calc'd at Support 650 psi Point Load: DL = 212.0 # LL = 162.0 # at 2.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 4.00 ft Point Load: DL = 212.0 # LL = 162.0 # at .6.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 8.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 10.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 12.00 ft Point Load: DL = 212.0 # LL = 162.0 # at 14.00 ft USING 3.125 x 12.000 Beam, Bending = 33.47%, Max. Pos Mom @ 8.00 ft = 6.28 k -ft Max. Neg Mom @ 16.00 ft = 0.00 k -ft Max @ Left = 0.00 k -ft Max @ Right = 0.00 k -ft Max. Allow Moment = 18.75 k -ft fb : Max. Actual - 1004.1 psi Fb : Allowable - 3000.0 psi Ck = .811(E/Fb)".5 Cs = (LeD/B"2)".5 Cv per UBC 2312.4.5 19.87 7.92 1.00 APPLIED LOADS SPAN DATA Center Span = 16.00 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft SUMMARY Shear = 23.27% Shear: Max. @ Left = 1.38 k . Reactions... DL Maximum ....used for dsgn = 2.07 k Left = 0.81 k 1.38 k ....Area Req'd = 8.73 int Right = 0.81 k 1.38 k Max. @ Right = 1.38 k ....used for dsgn = 2.07 k Deflections... ..Area Req'd = 8.73 int Center = -0.21 in -0.35 in fv : Max. Actual = 55.28 psi ....Dist l= 8.00 ft 8.000 ft Fv : Allowable = 237.5 psi ...L/Defl = 927 544 Left = 0.00 in 0.000 in Bearing Req'd @ Left = 0.68 in ...L/Defl = 0 0 Bearing Req'd @ Right = 0.68 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 6.28 Hmax . 6.28ft-k • 8.00 ft -0.00 Hmin = -0.0011-k O 16.00 fl 1.38 Vmax - 1.36 kiDa P 0.00 ft Vmin - -1.36 k10a • 16.00 fl angles Dmax a 0.00 in • 0.00 it 1.38 Dmin - -0.35 In a 8.00 ft 0.00 -0.35 ft 0.0 2.6 '5.3 8.0 10.7 13.4 16.0 V4.4C1 ICI 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 I MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-11-292 Client Name Huffstetler/Daren Diver APN 068-300-004 Analysis CBC 2001 Dead Loads Roof Wall Floor Comp roof 6 psf January 21, 2003 Live Loads '/2" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. 2.5 15 psf. Stucco 10 Plywood 1.3 Framing 1.5 '/Z" Gyp bd 2.5 Insulat. 1.0 17 psf. Conc. Slab 50.0 Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5Cal W/IAR Ca, =0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. BUTTS COUNTY BUILDING DEPARTMENT APPRvvED 40 psf q = 14.5 psf @ 75mph I=1 vs- LA's -9t. &)tLy sis z IZY ` . fp S- .90'0/ 0 M 0 6L 95 f 2 Lo )71 1�7 Y9 Z m 7a Mz LLVov I NIQ — z- � , IP9 -� Wq) �� - tOl 4 9 -� b )��l "'� -17V-0 -lil- 091) � 7 T9 bZ »u ►� v 1 11 g -S�) v ZS > > z \A I LL'17 3 2v-' CQ`A 4 1-6D IP) -D cNyyty ?A AZ - P t g 1'9 ON) m Z-4 Z/SZ7 X VF- X 1' SW A ��/h-1 Vn�UWd-A��G1 'OI"nP7��3� Oj �n+"3"7 ��1rfiG11� (V� ILC V-1 CZ 1Com. •�► C5 OYaraoR,nJt�S� SCI N�E O wIS 10 LL fve ( J. 0' Rcw,�- � � rek�A U� CrQ y -W t N v t v A -w �c11 S Inc Oc{ UJ s(��ZSL4 • lu u e CJI -() Law ML,((�aL &,r (Kfr(2tLr(-IN, o V\� 44,Sh Y,. s Y, Ll .5 td- 1� CE) 4,-A (L "Ny��S) C2 3. S W� A-4.44- G11 -4.Qb- rasP�rsr 2�ca } C� �� C� bC 1?xs+-tel N b OAC . !�► •C�i C3) Q1/LSZ`CU�ING. fN� P"at 513 q K 0, ('-M 1 29 LSIRO 8' �T i S tI 2 a �6tq2 -,- t as `` L nro s ✓ '� kaw:6 z�c5xnN2A{gU2 +sY41.VY(4l; V I ua nw q, 49 �-4A+ - 3 3v [ fi3.(-1 k�-1q,OU �V- D-116 0 C21 k0_46U6- G Vew 61 CZ b E `,,olk 1 fqC 6)� C 31 D Nek`Nu w". D, M a MFP�- 1).o°( Z C2 W hV 2 6.614 0� = [A, /- 1 ,-�a- A-( (1" 2 a. aft v I- ►ml -1 e -(,K v MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte February 5, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Huffstetler APN 068-300-04 I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, that the loads from the trusses were adequately transmitted to the foundations, and that the trusses could accommodate the required drag loads Thank you for your patience and consideration. Yours, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 Project Address........ A.P.# 068-300-004 *******---------- -_-__ OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Bu ding Pe it # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA .95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------=------------------------ GENERAL INFORMATION Conditioned Floor Area..... 2405 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 12.4 % of floor area Average Glazing U -factor... 0.37 Btu/hr-sf-F Average Glazing SHGC........ 0.36 Average Ceiling Height..... 9.2 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------;------------------------------ ------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-19 R-30 0.031 Attic SlabEdge n/a R-0 R-0 F2=0.760 SlabEdge n/a R-0 R-0 F2=0.510 Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR, TO GARAGE TO BATH #2 FENESTRATION Over - Area U-E:x�eii© hang/ Orientation (sf) Factor SH-0� S.g ding F'r Jrocation/Comments '-'� -----i�--------- Wind Front (E) 36.0 0.350 0.320; Stand A), /Slider/LOWE/SC=0.88 Wind Front (?E) 15.0 0.350 0.32} * d Y Wyt/Slider/LOWS/SC=0.88 Wind Front (E) 15.0 0.350 0.320 Stand�Y�rs inyl/Slider/LOWE/SC=0.88 Wind Front (E) 36.0 0.350 0.320 Standard Non inyl/Slider/LOWE/SC=0.88 60 Wind Left (S) 20.0 .0.350 0.320 Standard None Vinyl/Slider/LOWS/SC=0.88 Wind Left (S) 4.0 0.350 0.320 Standard None Vinyl/Slider/LOWE/SC=0.88 Wind Left (S) 20.0 0.350 0.320 Standard None Vinyl/Slider/LOWE/SC=0.88 Wind Back (W) 20.0 0.350 0.320 Standard None Vinyl/Slider/LOWE/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM CF -1R User##-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------- - ----- Equipment Minimum Type Efficiency Furnace FENESTRATION ------------ ACSplit 10.00 SEER Over- Area U- Exterior hang/ Orientation ----------- (sf) Factor SHGC Shading Fins Wind Back ---------- (W) 10.0 ------ 0.350 ------ 0.320 -------- Standard ----- Yes Door Back (W) 40.0 0.500 0.650 Standard Yes Wind Back (.W) 10.0 0.350 0.320 Standard Yes Wind Back (W) 30.0 0.350 0.320 Standard Yes Wind Back (W) 15.0 0.350 0.320 Standard None Wind Back (W) 15.0 0.350 0.320 Standard None Wind Right (N) 12.0 0.350 0.320 Standard None Equipment Minimum Type Efficiency Furnace 0.780 AFUE ACSplit 10.00 SEER Tank Type Heater Type ------------ ----------- Storage Gas SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS ------------ Refrigerant Charge and Duct Airflow Location ------------------ n/a Attic No Attic Area (sf) 2405 Location/Comments Vinyl/Slider/LOWE/SC=0.88 Wood/Hinged/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Tested Duct Duct R -value Leakage ------- ------- R-4.2 No R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Energy Distribution Type System Factor ------------------- ------ -------- Standard 1 0.62 REMARKS ACCA Manual Thermostat D Type ------ ---------- No Setback No Setback Tank External Size Insulation (gal) R -value ------ 40 ---------- R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -------------------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- 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 DOCUMENTATION AUTHOR Name.... JOHN & PAULA HUFFSTETLER Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Barry Rubanoff Address. Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... Phone... 530-589-4102 License. Signed.. 'S' Signed.. Z2. -2- 5 6 3 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 1 r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R --------------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 Project Address........ A.P.# 068-300-004 ******* --------------------- Documentation Author... Climate Zone........... Compliance Method...... OROVILLE, CA. 95966 Barry Rubanoff Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 it MICROPAS6 v6.01 for 2001 *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date --------------------- Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET 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. i BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed 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 _ , r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ----------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM MF -1R User##-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system.that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not.be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780 thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 7 C -2R --------------------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 Project Address........ A.P.# 068-300-004 ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date -- Climate Zone........... 11 --------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET --------------------------------------------------------------------------- --- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 20.62 ---------- 19.08 ---------- - 1.54 = = Space Cooling.......... 9.88 10.17 -0.29 = = Water Heating.......... 11.66 9.93 1.73 = = Total 42.16 39.18 2.98 = _ *** Building complies with Computer Performance 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..... 2405 sf Single Family New Front Facing 1 1 ReducedYear Detached 90 deg (E) Slab On Grade 1 22176 cf 2405 sf 12.4 % of floor area 0.37 Btu/hr-sf-F 0.36 9.2 ft COMPUTER METHOD SUMMARY Page 8 C -2R ------------------------------------------------------- Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Roof 9 Roof 13 Door 14 Door 15 Door Surface BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2405 22176 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ (sf) factor R-val Azm Tilt Gains Reference Comments ------ ----- ----- --- ---- ----------------- ---------------- 279 0.065 17.8 90 90 Yes W.19.2X6.16 174 0.065 17.8 90 90 No W.19.2X6.16 690 0.065 17.8 180 90 Yes W.19.2X6.16 53 0.065 17.8 180 90 No W.19.2X6.16 468 0.065 17.8 270 90 Yes W.19.2X6.16 506 0.065 17.8 0 90 Yes W.19.2X6.16 267 0.065 17.8 0 90 No W.19.2X6.16 1968 0.031 30 n/a 0 Yes R.30.2X4.24 Attic 437 0.031 30 90 12 Yes R.30.2X4.24 Attic 20 0.330 0 90 90 Yes None FRONT DOOR 18 0.330 0 90 90 No None TO GARAGE 16 0.330 0 90 90 No None TO BATH #2 PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments --- --------------------- ----- ---------------------- HOUSE 10 SlabEdge 11 SlabEdge 12 SlabEdge Orientation 0.350 ------------------ HOUSE 90 90 1 Wind Front (E) 2 Wind Front (E) 3 Wind Front (E) 4 Wind Front (E) 5 Wind Left (S) 179 0.760 R-0 No 72 0.510 R-0 No 52 0.510 R-0 No FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 36.0 0.350 0.320 90 90 Standard Vinyl/Slider/LOWE/SC=0.8 15.0 0.350 0.320 90 90 Standard Vinyl/Slider/LOWE/SC=0.8 15.0 0.350 0.320 90 90 Standard Vinyl/Slider/LOWS/SC=0.8 36.0 0.350 0.320 90 90 Standard Vinyl/Slider/LOWE/SC=0.8 20.0 0.350 0.320 180 90 Standard Vinyl/Slider/LOWS/SC=0.8 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18.06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- ACOA Exterior Area Duct Duct Manual Left Area U- Leakage --------- Act Eff ---- Shade R-4.2 Orientation ------------------ (sf) ----- (sf) ----- factor ----- SHGC Azm Tilt Type Location/Comments 6 Wind Left (S) 4.0 0.350 ----- 0.320 --- 180 ---- 90 -------- Standard ------------------------ Vinyl/Slider/LOWE/SC=0.8 7 Wind Left (S) 20.0 0.350 0.320 180 90 Standard Vinyl/Slider/LOWE/SC=0.8 8 Wind Back (W) 20.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWE/SC=0.8 9 Wind Back (W) 10.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWS/SC=0.8 10 Door Back (W) 40.0 0.500 0.650 270 90 Standard Wood/Hinged/SC=0.88 11 Wind Back (W) 10.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWS/SC=0.8 12 Wind Back (W) 30.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWE/SC=0.8 13 Wind Back (W) 15.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWE/SC=0.8 14 Wind Back (W) 15.0 0.350 0.320 270 90 Standard Vinyl/Slider/LOWS/SC=0.8 15 Wind Right (N) 12.0 0.350 0.320 0 90 Standard Vinyl/Slider/LOWE/SC=0.8 OVERHANGS AND SIDE FINS System Type ------------- HOUSE Furnace ACSplit HVAC SYSTEMS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- ACOA Area Duct Duct Manual Left Rght R -value ------- Leakage --------- D -------- Eff ---- 0.780 AFUE n/a Attic R-4.2 Surface ----------- (sf) ----- Wdth ----- Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 Window 15.0 3.0 5.0 10.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 3.0 5.0 10.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10.0 2.0 5.0 8.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 40.0 6.0 6.67 8.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 10.0 2.0 5.0 8.0 1.25 n/a n/a n/a n/a n/a n/a .n/a n/a 12 Window 30.0 6.0 5.0 8.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type ---------------- (sf) HOUSE ------ Standard Slab 2405 System Type ------------- HOUSE Furnace ACSplit HVAC SYSTEMS ------------ Refrigerant Tested ACOA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location ------------------------------- R -value ------- Leakage --------- D -------- Eff ---- 0.780 AFUE n/a Attic R-4.2 No No 0.737 10.00 SEER No Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 10 C-2R Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03-18:06:08 MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.62 40 R- n/a REMARKS HVAC SIZING Page 11 HVAC ----___ ------------------------------------------ Project Title.......... JOHN & PAULA HUFFSTETLER Date..02/05/03 18:06:08 Project Address........ A.P.# 068-300-004 ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-HUFFSTE2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-HUFFSTET ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2405 sf Volume ..................... 22176 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 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. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 18003 ----------- 7313 Glazing Conduction ............... 4412 2868 Glazing Solar .................... n/a 5047 Infiltration ..................... 12614 5179 Internal Gain .................... n/a 2100 Ducts ............................ 3503 2251 Sensible Load .................... 38531 24757 Latent Load ...................... n/a 4951 Minimum Total Load ----------- 38531 ----------- 29708 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. "No Fee Required" (Govt Code Sec 6103 8 27383) Recorded for the benefi f City of Or ville Autho ' Representation AFTER RECORDING RETURN TO: CITY OF OROVILLE PUBLIC WORKS DEPT. 1735 MONTGOMERY STREET OROVILLE, CA 95965-4897 COPY of Document Recorded 21 -Mar -2003 2003-0017888 Has not been compared vith original BUTTE COUNTY RECORDER (SPACE ABOVE FOR RECORDER'S USE) CITY OF OROVILLE AGREEMENT FOR SEWER SERVICE AND IRREVOCABLE PETITION FOR ANNEXATION EXECUTED BY THE CITY OF OROVILLE AND JOHN AND PAULA HUFFSTETLER r J CITY OF OROVILLE AGREEMENT FOR SEWER SERVICE AND IRREVOCABLE PETITION FOR ANNEXATION AGREEMENT NO. 1442 This Agreement, made and executed this 4th day of March , by and between the City of Oroville, hereinafter referred to as "CITY" and John and Paula Huffstetler , hereinafter referred to as "OWNERS" WITNESSETH WHEREAS, OWNERS desire to obtain sewer service for certain real property situated at 3331 Glen Avenue, Assessor Parcel 068-300-004, in the County of Butte, State of California, and more particularly described in Exhibit "A" attached hereto; and WHEREAS, it is the policy of the CITY not to permit property outside the CITY limits to connect to the City's sewage disposal system until it has first been annexed to the CITY; and WHEREAS, OWNERS desire to have their said property annexed to the CITY and said real property is presently contiguous to CITY boundaries; and WHEREAS, OWNERS would suffer great hardship if sewer .service were not available to said property, and WHEREAS, City identified this parcel as a priority island annexation area approved by the- City Council on December 3, 2002. WHEREAS, said real property can be serviced by an existing CITY sewer main without causing a burden. on said main; NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS, PROMISES, EXHIBIT 1 AGREEMENT NO.1442 AND AGREEMENTS HEREIN CONTAINED, IT IS HEREBY AGREED AS FOLLOWS. 1. That OWNERS will be permitted to connect said real property into the existing facilities of the sewage disposal system of the CITY in accordance with instructions and standards prescribed by CITY; 2. OWNERS shall pay sewer connection charges as if real property were located within CITY boundaries, including assessment to retire sewer bonds and cover costs related to providing this service. OWNERS agree that said property shall be assessed in the same manner and at the same rate as properties within the CITY limits; 3. Sewer service under this Agreement is expressly limited to the use of existing facilities with no major changes or additions, by one (1) single family residence; 4. OWNERS hereby irrevocably petition for the annexation of said real property to the. CITY OF OROVILLE, and COVENANT and AGREE that the CITY MAY proceed to complete annexation of said real property at any time that CITY, in its sale discretion, deems proper. OWNERS shall cooperate with and assist CITY in any such annexation proceeding and OWNERS further covenant and agree that they shall take no action to hinder, impede or delay said annexation proceedings nor prevent annexation from being completed. i OWNERS understand and agree that said real property shall become subject to any bonded indebtedness upon annexation to CITY. Should any annexation proceeding not be complete "due to breach of Any provision of this Agreement by OWNERS or their successors in interest, OWNERS' right to use'the CITY sewage facilities shall terminate and said real property forthwith be disconnected from the CITY'S sewage system: EXHIBIT 1 AGREEMENT NO. 1442 5. Should any litigation be commenced between the parties to this Agreement concerning this Agreement and Petition for Annexation or the rights and duties of either in relation thereto, the prevailing *party in such litigation shall be entitled, in addition so such other relief as may be granted in litigation, to a reasonable sum as and for attorney's fees in such litigation; 6. This Agreement shall be for the benefit of the City of Oroville and shall run with the land herein described, and shall be binding upon the parties hereto and on the heirs, executors, administrators, successors in interest, and assigns of OWNERS. IN WITNESS WHEREOF, the parties hereto have executed this Agreement and Petition for Annexation the year and day first above written. kHN HUFFSTETLER, OWNER PAULA HUFFS�,OW�NR TE (Notary Required) CITY OF OROVILLE: BY Mayor, Gordon Andoe APPROVEDAS TO FORM: City Attorr4, Dwight L. Moore EXHIBIT 1 Agreement No. 1442 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of &� On personally a SHARON D. MGM Commission # 1343043 Z cqm Notary Public - California S: Butte County jWVjCornrn.E)q*wFeb10.20061 Ily known to me to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS hand and o * ial seal Place Notary Seat Above Signature of N Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Clocumen Title or Type of Document: Document Date:Xoq Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Si�er's Name: IYj Individual Too of 111011,0 here i_ Corporate Officer — Title(s): C Partner — ` Limited _ General r Attorney in Fact !_ Trustee i Guardian or Conservator Other: Signer Is Representing: Ton Free 1.800-876-6827 -- 6 1999 Nalional Nolary A55otialion • 93500e SOI. Ave.. P.O. Boa 2402 • Cnalswonn. CA 91713.2402 • www.nationalnolary.org Prod. No. 5907 Reorder' Call EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING ALL THAT OF LOTS 225 AND 226 OF OROVILLE - WYANDOTTE FRUIT LANDS, UNIT NO. 6, ACCORDING TO THE OFFICIAL MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MARCH 8, 1929 IN BOOK 10 OF MAPS, AT PAGES 3A, 4A AND 5A. AP NO. 068-300-004 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CITY OF OROVILLE RESOLUTION NO. 5992 A RESOLUTION OF THE OROVILLE CITY COUNCIL AUTHORIZING THE MAYOR TO EXECUTE AN OUTSIDE SEWER SERVICES AGREEMENT AND IRREVOCABLE PETITION FOR ANNEXATION GRANTING JOHN AND PAULAHUFFSTETLER AUTHORIZATION TO CONNECT 3331 GLEN AVENUE, O SVEWER (APN SYSTEM -300-004) TO THE CITY'S (Agreement No. 1442) WHEREAS, the Council identified and approved on December 03, 2002, 16 near - island areas on the borders of the City limits that are proposed for annexation in the near future; and WHEREAS, the City Council hired a consultant to begin processing the annexation of these island areas through the Local Agency Formation Commission (LAFCo), WHEREAS, the City Council has agreed to pay the annexation fees for the property located within these 16 areas. WHEREAS, the property located at 3331 Glen Avenue, (APN 068-300-004) is located in one of the approved annexation areas. NOW THEREFORE, BE IT HEREBY RESOLVED by the Oroville City Council as follows: The Mayor is hereby authorized and directed to execute an agreement with John and Paula Huffstetler, APN 068-300-004 located at 3331 Glen Avenue, Oroville, California; a copy is attached hereto as Exhibit 1. 2. The City Clerk shall attest to the adoption of this Resolution. PASSED AND ADOPTED by the Oroville City Council at a regular meeting held on March 4, 2003 by the following vote: AYES: Council Members Berry, Corkin, Jernigan, Simpson, Vice Mayor Hatley, Mayor Andoe NOES: None ABSTAIN: None ABSENT: Council Member Koslin Mayor, Gordon An oe . ATTEST: 4" 1, aw��_ Deputy City Clerk, Sharon L. Attebe"T AND WHEN RECORDED MAIL TO: COPY of Document Recorded 24 -Mar -2003 2003-0018323 BUTTE COUNTY BUILDING DIVISION Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95965 BUTTE COUNTY RECORDER V AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: iT i rti T ►� c 1 �-" hTT; I rel r + Tr*iF o r CAI, -1 z sc. , eJD As GzL-L_t>W 5 �� , rQ rLu Tld &I L Z-el6 N D 'Ltio J r 1 L,L C— VN) -Y A rJ 0 0 E+P r 4- L-4 rd 0 S ILk rJ i t' NO . is A"-( C. 0 1 C- TO t-l-NPr a e-1 4 Wl'fj P I t e; >H°vrfN 7L' -It C�ICC i9''i s a -f Date 3 --/ 7 — 03 PROPERTY OWNERS: �fic,L/,g ti S �r State of California ) County of On personally appearedpersonally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(g) is/ave subscribed to the within instrument and acknowledged to me that k9she/tkey executed the same in .his/her/tl%ir authorized capacity(ies), and that by W/her/tWr signatur*) on the instrument, the persons) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. t WINDY HILL Signature \ Seal: Q COMM. # 1333071 NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 4PCOMM. EXP. DEC. 3, 2005'' A.P. 068-30-0-004 ELIZABETH M LERENDU 3331 Glen Avenue, ORoville o rip m q e a 9 5 � a ° a ° O c d December. 23, 199.1.. Elizabeth ►i. Lerendu 13630 Valleyheart Drive No. Sherman Oaks, CA 91423 RE: Building Code Violation A.P. x068-30-0-004 3331 Glen Avenue, Oroville Dear Ms. Lerendu: With reference to the above subject, a reinspection was made December 7.2, 1992 and we found the travel trailer to be used for storage. The violation of living in a travel trailer without Planning approval and permits and approvals from this office has been resolved. Thank you for your cooperation concerning this matter. Should you have any questions, please contact this office. JFG:dmS Yours very truly, �n z19: -M$ EJi J.F. Glander Manager, Building Inspection i� � 00ye OF 5�C'o NOSE 30�g5 1095 P M. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 ? 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE AQ A�-?0,::)0 OWNER PERMIT NO. A routine: inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, nleanp cnntact this office immediately_ Date/ 2, 12,171 — tlhspector REV 10/92 f � 1 lot), December .1, 1992 t, Elizabd M. Lereudu 585 East Stepney Street Inglewood,•CA 90202 RE: Building Code Violation A.P. #: 068-30-0-004. � 3331 Glen Avenue, Oroville D4 Ms. Lerendu: This is a warning letter to notify you that you are in, violation of the Butte County Code at the above referenced location as -follows: Failure to obtain the required permits, inspections- and approvals from this office -,for utilites for travel trailer. Occupying travel trailer without approval. Placed an additional living unit on property that is not permitted in an AR zone, except with a use permit from the Planning Department. Since permits and inspections are required for the above work, please contact this office within ten (10) days of the date of this letter, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. - All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact David Purvis -- -of thfs office.- -- - - _ - ------ - - - - - -- -- - Yours very truly, RT:dms J.F. Glander Manager,'Building Inspection cc: Assessor Building Inspector '' '� . } ' -`- . � ,-_! s� � � �����: �� a�. r/.���� �,� �, �d �� t � l �l 1� IM Elizabeth M. Lereudu 585 East Stepney Street Inglewood, -CA 90202 December 1, 1992 RE: Building Code Violation A.P. #: 068-30-0-004 3331 Glen Avenue, Oroville Dear Ms. Lerendu: This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Failure to obtain the required permits, inspections and approvals from this office for uti.lites for travel trailer. Occupying travel trailer without approval. Placed an additional living unit on property that is not permitted in an AR zone, except with a use permit from the Planning Department. Since permits and inspections are required for the above work, please contact this office within ten (10) days of the date of this letter, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact David Purvis of this office. RT:dms cc: Assessor Building Inspector Yours very truly, J.F. Glander Manager, Building Inspection C - , •. , , 'I ( IMPORTANT MESSAGE .•d WOMEN, �Jwlffo'lo- HONE. -68� u AREA COOE NI BER EXTENSION ❑ FAX ❑ MOBILE AREA COOE NUMBER TIME TO CALL l r` TELEPHONED T PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION , / � l LITHOTORS FORM 3002S COUNTY OF BUTTE [DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER,V� # 06 g - 300 — OOP MIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. 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