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HomeMy WebLinkAbout072-080-010S - -- - -- - AP 72-08-10 t FORSTAD,,Irving Jr. 1135 Horace Kimbrell j - - - I 9164 Wyandotte -LaPorte Rd.,Oroville (AUNT MINNIE APPROVED 6/10/80) Wyandotte St., LaPorte Road, Oroville Al - 72 -08-10 Horace Kimbrell �a -�3 W/S Way nd�otte LaPorte Rd., 4 mi.S.of Old Olive Hwy, Wyandotte Area Permit #3269 80P,,EQ;&ti1. ,MH) ELEC . 7-.5_9f-? IN* /00A Coad GAS 7 -3 -Fre q6' SUPPORT STRUCTURE REQ . o _ �d COMPACTION TEST REQ. X72208-10 p �J r Cctr: Hilf6-ns MH Ser, Ma -Al � Per mit#1 197-8 I a { 072-080-010 PERMIT#96-120 ` V HORACE, Kimbrell & Hattie V ! 1881 Mt Ida Rd., oroville 1 Relocate LPG Wtr Htr/SF qo �9t� _ I 072-080-010 PERMIT#97-1484 KIMBRELL, Horace E 1881 Mt Ida Rd., Oroville Cont: Four Seasons Roofing Reroof/SF li i 072-080-010 04-0336' COSTA, FRANK PERMIT RENEWAL 1881 MT IDA RD, OROVILLE DATE: q - ab -O S CONT: TEER, MARK ..BP# p - 033eo ADD/SF EXPIRES: x/-24 -66 I� 0 8'? o �PERMIT N0. 3269-80P,E . • .. 1 PERMIT EXPIRES 13ed) OWNER Sorace Kimbrell . owner CON T R. 72'-08-10 . LOCATION (A.P. // ) W/S Wyandotte LaPorte Rd., -14 mi.S.of Old Olive Hwy, Wyandotte Area I� 9 j. Temp. Power ole Called G&E Temp. Elec. Serv. Z 2- Cal-fd PG&E Temp Gas Serv. All( 'B 12--Zlfl� INALED �. (Date) Qz ��aby (Signature) COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 COJJNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number ,3 / � 7- K2 for the following location: �I S ZZA- �S_ ' ! 4.4- K/ . ', '>!-�e�.�� i l / Iwl !�1/1/ -.1--e '/'/ v -r r Owner Owner' Mobilehome Mfg./f/�- ����-�-� Model //4�1) Year rc� Insignia No. AI-? I/ 5-;,A 14 Serial No. f3j�J"',ra�- It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works f Date �/ ti� z ;61 By (2 THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. 9. Electrical' A. Is service large enough to provide adequate'amperage-to mobilehome•(must equal rating of mobilehome with a.minimum of 0 amp) and other•facil"ities on lot, i.e., water pumps,- garage, cabana, etc.? Yes No v B. Is there proper clearances around panels? Yes No_ C. Is power supply cord or feeder assembly properly fused? YesZNc D. Is continuity test satisfactory as per the following procedure? Yes_ No 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested.for continuity from such equipment and the grounding conductor. 6: Upon completion of the above procedure, the power supply cord or feeder assembly, conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved.for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle� Length `t Width .Z- Ll 413FP Vehicle Serial No. ? 6 V- f State Identification No. Additional Information or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. 'Is the mobilehome located with equired separation from lot lines and buildings and generally '?conform to plot plan? Yes_ Nc 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes 3. Are footings and supports properly sized, spaced, and braced as per =roved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes o 4. Is the mobilehome level? (Sec. 5088) Yes_ No_ 5. If an a single unit, are crossover connections properly installed? (Sec. 5088) . Yesmore No_ 6. Water /I A. Is fl�e�yi'ble connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes_ No B. 'Test - Does water piping withstand working pressure or 50 lbs. air test? YesNo f Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex.connectors at each end? Yesl;,,-'-No B. Does it have minimum 4" per foot slope and is it properly supported? Yes, ---4o C. Are any leaks detected in drainage system after running 3-ga .lons of water through each fixture including washing machine standpipe? Yes_ No If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply.with an approved 3/4" minimum mobilehome connector of more than 6 ft. long? Note: All piping is to be at least as large as the mobile me gas line inlet without reductions other than the mobilehome connector. Yes No_ B. Test OK as per following procedure? Yes ✓ No_ 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes No_ ASSOCIATES ENGINEERING CONSULTANTS _ 2060 PARK AVENUE OROVILLE, CALIFORNIA 95965 PHONE (916) 533.6457 July 10, 1980 . James G lander Department of Public Works 7 County Center Drive Oroville, California 95965 Re: 805.67 Dear Jim: We are pleased to submit the enclosed Report on Controlled Compacted Fill for: Kimbrell' 9164 Wyandotte LaPorte Rd AP 72-08-010 If you have any questions, please do not.hesitate to contact us. LH/cab Enclosures cc; Horace Kimbrell Very truly yours, COOK ASSOCIATES. Lew Hiatt Civil Engineer. No. 22264 a COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ; BUILDING INSPECTION RECORD BUILDING BU ILDING'(Cont'd) PLUMBING S ba ckf FIXewall oll Piping Fors Par ets 1st Floor Ma Bldg. Rest om Finish d Floor F tins Windlovk, 3r Floor Ste wall Siding To ou , Slab Roof SheaNing Water Pi' 'n Piers . Roofing Sewer Garage Fdn. Vents Fixtures Footin s : Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Car rt Po Prov. for ph sica handica ed Conformance of ex. Appliances Gas PI in & Test , IREP ACE Footing Throat Final FIRE SPRINKLEF Test Final MECHANICAL Filnish Duits In rior Lath ntllation Dior Closer Inal MOBILEHOME UTILITIES/ -------- •------- Elec. Service �r Water Piping. ! �10 Sewer Z BI E ME TALLA ION - - - - - - - - - - - - Support Water Piping Drainage Z DATE REMARKS OR CORRECTIONS Z 5—/P' GO O 14— aZ�&1-4 �o— -z Temp. Gas Sanitation Final Rough Fixtures Motors Water Htr Sub ane Grd. F hilt Prot. Servi e T mp. Pole oder round Permanent anal 777 Elec. Pedestal Gas Piping Elec. Continuity Gas Piping e (NOTE: An entry must be made on this form each time you visit the job site.) County of -Butte • DEPARTMENT OF PUBLIC WORKS 6945 Oleander Ave., Chico — 343-4211, Ext. 70 7 County Center Dr., Oroville _ 534-4541 Skyway and Elliott Rd., Paradise — 877-3435 CORRECTION NOTICE Building or Property Address 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 matter, or need additional explanation, please contact this office immediately. 6 K .................................................................................... ................................................................................................................ ............ ..:.. ...................... 4.¢.. ......`.......................... .................................................................................................................... Date11 ......Y..�Inspector .................................................... Do Not Remove This Tag (400-41 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovilleVCalif_orgia 95965 - Telephone 916/534-4541 a APIPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OW ER; raEe° K TELEPHONE -v�3 SQ. FT. OCC. BUILDI ION OWNER'S MAILING ADDR S I � V 1 aiV TELEPHONE ONTRACTOR'S A LI G ADDRESS CONSTRUCTION L'EDfDER UNKNO N - Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS Vve IV W gee C140 #_� PLUMBING PERMIT Filing Fee 3.00 � 'Q s O V Each Trap 2.00 Repair drainage or vent piping 2.00 oWater piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeKa""Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilqesQ In all t� n Other ❑ Describe work: 12�' y- IA. � 7� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD -L 100 AMP 2.50 NEW OR ADDNST ( ACCCONSLBLDGS.LING CCUP,&) 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in ftforce and effect. License No. 3 �/�� Classification ❑ 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) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI.OUTLET 2.50 ea NON -REBID BRANCH CIRCUITS NEW CONSTR.POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. Ex. Occup(ourLETs OR FIXTURES 50 @25C BAL@10Q FIXED APPLNS. Ex. Occup.(OUTLETS ((RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 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. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee I $ ©r0 Contractor 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 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 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 aga)ns )d County in cons nce oft granting of this permit. `� XL��a,� s�� Date /0 Signature of Applicant — Owner ❑ Contractor ❑ Age 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 $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ssu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By. _ PE R44KEXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date P p �J Receipt No. ;I—" WHITE-D.P.W., YELLOW-ASSESSORP INK -1 NSPECTOR, GOLDENROD -APPLICANT , BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-454.. MOBILEHOME INSTALLATION SHEET . 1. Owner's name: 411RAO-0 42 1) 2. Installer's name: 7`t 7?7A/'�/Y% 4dc� :Zl e Bei � s 3. Is the site currently under permit? Yes No (L yes, furnish permit numberD���'7,�-C,fO Is the'site an existing site? Yes No (If yes, furnish two (2) plot plans.) 4. Will tha mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- )no Amps -6. What is, the mobilehome site service rating? --------------------- 1'/�5� Amps 7., What is the mobilehome site circuit breaker rating? ------------- f Amps S. Is there any other electric load to be served by the mobilehome siteservice. --------------------------- - Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ------------------ t . 0 10. What is the type of gas service? -------=--------------------- Natural //7 LPG 11. What is the gas pipe length from meter or tank to the mobilehome? �© �;(ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) BUTTECOUNTY IUIL DING DEPARTMENT APPROVED- MOBILEHOME SUPPORT DATA *If center piers are other than drawn above, in -locations,._ spacing, and dimensions. if 'otAer than single wide, Mobilehome Mfr. I ( :Z�S furnish Setup Model No. Year Width (ft.) Box Length �s (ft.) Tagalong 'or Expando Size '`--ft. k — ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October'7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless.otherwise specified. Footing¢ (check one) Single - ❑ 1. Wood either; pressure treated or ~ foundhtion grade. D x 3 (ft.)(in.) (in.) (in.) 2, Other (specify) ❑ . P Center support Center support Supports (check one) locations* footing sizes (in:) ❑ h: Concrete block. /r ❑. 2: Other (specify) (in:) (in.). 4•--- Tagalong or Expando,' show support -details. (in.) (in.) x3 -- Typical Support (in.) (in.) Footing Size l.2lLxx ✓�-1' - (ft.)(in.) (in.) (in.) Max-. Pier Spacing i-- Max. Overhang (ft.) (in.) (in.) (in.) (ft.) (in *If center piers are other than drawn above, in -locations,._ spacing, and dimensions. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville�,,C*li*ornia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO., ASSESSOR PARCEL NUMBER 72 ZO NG BUILDING PERMIT OWN R srdL �i OZ/S0-' TELEPHONE v� 3 SQ. FT. OCC. BUILDING VALUATION NER'S MAILING ADOR-E/rgS i��Cl fid ` DVv CO TRACTOR'SNAME�+l,� v W � -V �- TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER du/0K.p- UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER D Its/ ��� LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS Z.0 PLUMBING PERMIT Filing Fee 3.00 f % C, A Each Trap 2.00 Repair drainage or vent piping 2.00 Lei 4de4;L dltd/ice Orec! Water piping /eq.0o LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets /,9,00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeW Other SPECIFY Building sewer 0ov0 Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ;g Installation ❑ Other ❑ Describe work: — Permit Fee $ —73, Od Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OR00V OR LESS5.00 6%.00 Main service EA. ADD'L 100 AMP 2�SlU 2.50NEW CONST DWELING OR ADDNS. \ ACCLBL GSCCUPM 20 sq ft - CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 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) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET 2,50 ea NON-RESID, BRANCH CIRC ITS NEW CONSTR ( POWER APPARATUS &1 NON.RESID, SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES BAL@1 AL�tos FIXD APPLNS. OR \ Ex. Occup.(EOUTLETS (RESID.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 1,4;%, ply Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 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. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor 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 authorize representatives of the Countyot 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 said County in consequence of the granting of this permit. O/ X 1*, ova 1, ��y eze Date �-� Signature of Applicant — Owner❑ Contractor ❑ 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 $ i Land Development Fee $,Z 6ivo — TOTAL PERMIT FEE $ 6r 3, S Oc Cu P, GROUP I TYPE OF CONST. IPARCEy PD HD SS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC r By P MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date G -1 O�d'� Receipt No. ��7 4 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT C ASSOCIATES ENGINEERING CONSULTANTS 2050 PARK AVENUE OROVILLE. CALIFORNIA -95965 PHONE (916) 533.6457 July 10, 1980 REPORT OF CONTROLLED COMPACTED FILL PROJECT: -:Horace Kimbrell AP 72-08-010 Re: .80567 GENERAL Compacted fill was placed to provide support for a mobile home. The maximum depth.of compacted fill is about 3' feet. DESCRIPTION OF FILL Prior to placement of fill, the area to receive structural fill was cleared of weeds and debris. The material .used for the fill Was imported sandy clay. Fill was placed in loose layers about six inches in.thickness and compacted by track rolling. Water was added to the fill prior to placement of additional fill. During construction of the mobile home pad, fill was placed outside the structural fill. This fill was not tested during grading and is considered to be a non-structural fill.. A typical cross-section (Plate 1) depicting this condition is attached. The approximate extent of:the grading is shown on the attached drawing "Location of Density Tests". v TESTING Field density tests were taken at frequent intervals near the fill surface. Representative samples of the soil were taken to the laboratory for compaction tests. The compaction tests were performed in accordance'with.the laboratory standard ASTM 1557 Method C The relative density of the fill was determined from the compaction tests. Where tests indicate insufficient compaction the material was removed, recompacted and retested. The location of the field density tests are shown on the attached drawing. The results of the tests are given on the : table "Summary of Tests". CONCLUSIONS Based on intermittent observation, it is concluded that the structural fill.was placed in an orderly and efficient manner and that the field density tests are representative of the structural fill placed. -It is our opinion that all portions of the structural fill are compacted to at least 90% of the maximum density, in accordance with the requirements of the County of Butte. COOK ASSOCIATES COUNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUM13ER2 O zon n BUILDING PERMIT o N o TE H NE 0 Sq. FT, OCC. BUILDING VALUATION o� w AD ss CON�iAQ� 'V 'S TELEPHO 0E I CONE ORS NG DRESS4cr Lan t r V CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRES O ij 1 I Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition Be Remodel ❑ Utilities ❑ Installation 0 Other ❑ Describe Work: �� Adc� [-h V Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 I Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V OR LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is -fn 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO. OR ADONS. 6 ACC. BUDS. 3.5Qs. MULTI-OUTLET q°�IpT' H CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FIXTURES B20 O' 00 Ex. Occup. oFIXUTLEEDrsRa °�, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S o MECHANICAL PERMIT Fling Fee20 0 Heating Cooling Hood 6.50 Ventilation o PERMIT FEE $ 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.) Ip 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 �� i36 '�� Signature of Applicant - ® Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ HAZ' °' IM �°�° , ` P EL ° s SdE This mit is hereby issued under the applicable provisions o e utte Coun Code and/or Resolutions to do work ndicate v for hich fees have been paid. dDa O PERMIT EXPIRES ON / Date Receipt No. WHITE-D.D.S.-B.D. CANARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT P dol t<, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPM NT ES - BUILDING DIVISION ���i 7 County Center Drive • Oroville, California 95 5 • Telephone (530) 538-7 1�% E IT o• : ev.12/9b)N APPLICATION AND PERMIT r—� ' c �^ SESSOR PARCEL NUMBER - / [-/f\, /, ZONIN BUILDING PERMIT OWNER TELEP O. FT. OC BUILDING VALUATION P NGApD A` )—�`YG99)2eTOR'S NAMN 1EVVTORE NG ADD .t SCTION LENDER 'lam -'V^, NDER'S MAILING ADDRESS Fireplace Total Valuation $ ) ARCHITECT OR ENGINEER LICENSE NO. Flina Fee $ (2.0,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ r BUILDINGADDRESS Energy Plan Checking Fee $ $ cy PERMIT FEE $ LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT -Filing Fee L2.0:06 USEOFTRUCTUAE Each Trap 7.00 Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work:418E 4ddi6ncnMobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20..00' Main Service 20 AOR LESS 23.0 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. a ACC. BLDS. 3.50FT. PERMIT FEE PAID �� �- -; RESD. ANCHGUTLET @7.50 POWER APPARATUS a SINGLE OUTLET ciFL Ex. Occup. OLmEr OR FDRUREsBAL 20 @ 1 00 .00 may_ Ex. Occup. OUT610 ERA 5.00 SRAM $�I-ice Temporary Service 23.00 Mobile Home Facilities 20.00 1 Misc. Wiring 23.00 JA S ER `� $ PERMIT FEE $ i N MECHANICAL PERMIT Fling Fee 2.0:00` RHeating \ U� Cooling Hood . 6.50 A -� $ Ventilation •SCJ .-, F f, PERMIT FEIE S 1 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TO AL FEE $ . � AMOUNT RECEIVED $ �.� �� C�G_2. �� HA2. D. FEES FLOG C EL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work DATERECEIVED indicated above for which fees have been paid. �% /� / By Date RECEIPT # a�9LJ (—A `� PERMIT EXPIRES ON Date 0 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: i ASSESSOR PARCEL NUMBER U / QS6 ' 61 y Proposed Building Use: Counter Technician'! / Date: I ' 5 G -46 Items required in order f'o apply for a permit. All boxes MUST be checked OR marked NA in or -deo apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 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. 15 4. Engineered truss details and layouts in duplicate. No faxes! 16 5. (Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. O 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: A Data sheets and installation inst, B Marriage line info, C Floor Plan, D Ti "down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) F14or plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form �E7 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... , ❑ 20. Erosion Control Plan Required ................................................ I....................... ....... 1. Fees as shown on the attached Schedule of Fee2ppaid Sheet- .S�,.�Gl~..�1.�-P 22. City of Chico Plumbing permit ......:................................ J 23. California Department of Forestry plan approval. Sent by: �.... (' ❑ 24. Planning approval (A) Use.9*(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... VA4- 26. NPDES Form............................................................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ !r 38. Other. ❑ 39. Other: When issued -elephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: _ / Date: 1-,74'O 1. Index permit :application for the above m bered: / Plan,Check Le er 2. Additional items remked � tel. / ,✓ S�dby: sign as advW of the above data by � pho ; ❑ mail, ❑ counter, by Date. sgner o was advised of the above data by one, ❑ mail, ❑ counter, by ate: Date: Plans approved by:Date Structural reviewed b Date: on Structural approved by: Date: Note transfer by: Date: Yellow: Building Division EJ4.4485E MANLY Plot Pian Attached Floor Plan Ataaclnaal Sant to S.D. / 4. h6dj-�; 4WA:W TO: Building Department 1-30�D�f FROIII[: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan approved for: Sewage Disposal Water Su ply: Public Private Well . Clearance for dwelling. Other I,�M�&rd( �h Hold final for: Final clearance O.K. for: NOTE: ronmental Health Specialist 8/96 D to COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER % I i A.P. # X 21/0 PROPROSED BUILDING USE S !, DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ HOOL DISTRICT FEESj (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.0 — $ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT �� � 4eA DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) CERTIFICATION FORM BUTTE COUNTY SCHOOLS IMPACT FEE (One form per. Building) School-Disbict A.P. Number bl� Jurisdiction: city Property Owner Property Location/Address Subdivision Building Department No. of Lot No. 6+-0-3:-3(,0 :]County Residential Development Q Q Q Sq. Footage No of Living Mobile Home Vdi Ifia o n Supplemental to 1> (Group R) rslo Units Installation Conversion Permit # ...................................... *.(No.fbundat1n.1nspecthn) . ...... ................. .. ........................ . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Now Addition Sq. Footage (including Exterior Roofed Are S), Date District Identificallon, No. D'Y-40 e-- Lia -U.- School District certifies that (Applicant) (Street Address) (Phone Number) lot 5 CIL (City) (State) (Zip Code) has complie&Att the requirements of Resolution No. --0 2--( 0 by payment of $ fi 1 �o representing 3 -2— square feet. 2926 $ IFULL MMGATION School District ReorefiAntative Date Paid by Check # Remarks: b 1 A- 0 ok You may protest the Imposition of the fass Identified above by submitting 0 Written protest to the District, In compliance wfth Goya n we Code Section 66020(a), within 90 days from the dicta fees are 0ald. Failure to submit a tirnely written protest wlll'prohfl* you from challenging the Imposition of the fen In any court adkmL K, subsequent to the School District Representative signing this Butte County Schools Iffilod Fee Certification FOM16 the School District is notified by the applicable Local Planning Agency that this pooled Is being reviewed under the California ErrAronniental Quality Act (CIEQA), thleproject may be subject to additional school fen to fully "Ill I its Impact on the school distrieft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)drnrn PLAN REVISION Owner's Name: BP#:&O� — Date: Contact Person & Phone Number: AP#: D�'), -o 0 - n 1 -D Received By: qft4A Timer PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: .Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings, must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected 'at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 .i TRUSS SCHEDULE TAILS MARK PITCH I SPAN AMT. DESCRIPTION FRONT BACK Al 4'-"' a 2��° f �� LE- F.�� � Z' 2 %"1 / LGA -7 ��� �F 2�' I ► CAM . O/Fi t- `b% -o To cbA 2 ° 2 14.10` ✓2:3�,Ly Z" PROJECT: C�S`(�%� �1]A'I�i IJ COUNTY: CONTRACTOR: ENDEAVOR HOMES 1ROOF: COi,AP PLAN: IDATE: ,JA{J, Z3 24-04 SNOW: DRAWN BY: TAIL CUT: PLUMB C7 C,7 O C) Un Ov --i i--� n m n 0 0 F--1 C-7-1 -i h -H F--� O C7) Z _ CD [L� C CT: m o C) i C:) ru 00 I r\.) 0 a MiTek® Re: COSTA COSTA ADDITION MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The: truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 1156729 thru RI 1156732 My license renewal date for the state of California is June 30, 2005. I I G N 80 i F Cpu.�r" January 23,2004 I An3erson, Bob The ,seal on these dra ings indicate acceptance of professional engineering responsibility Isolely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI-1995 Sec. 2. Job Truss Truss Type City Ply COSTA ADDITION I/deft Ud TCLL 20.0 Plates Increase 1.25 811156730 COSTA Al INT. CATHEDRAL 1 1 Lumber Increase 1.25 BC 0.07 - -0.03 1 .,,,,, Job Reference optional _ r,.... 1 1- ICY- I,.a„ter";ems 1- Thu ice„ 99 1Q -nn -9A 7nnd Panty Endeavor Homes, Oroville, CA 95965 2-0-0 13-" 26-0-0 1 28-0 2-0-0 13-" 13-M 2-0-0 Scale = 1:49.4 3x4 = 11 17 3x4 = 36 35 34 33 se - - - -- - 5x5 = 2.00 F12 5x5 = 8-" 15-0-8 22-1-0 } 26-0-0 J 8-0-0 7-0-8 7-0.8 3-11-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a 999' TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.03 1 >763 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(fL) 0.00 19 n/a n/a . BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1&Btr G OTHERS 2 X 4 DF Std G PLATES GRIP' M1120 220/195 Weight: 119 lb . BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 21-22,19-21. REACTIONS (Ib/size) .2=270/26-0-0, 27=15/26-M, 19=288/26-", 29=122/26-0-0, 28=119/26-0-0, 21=264/26-0-0, 22=36/26-", 23=122/26-", 24=104/26-0-0,25=106/26-". 26=106/26-0-0, 36=118/26-0-0, 35=108/26-", 34=106/26-0-0, 33=107/26-0-0, 32=106/26-", 31=104/26-M, 30=119/26-0_-0 Max Horz 2=-12(load case 4) Max Uplift2=-73(load case 3), 19=-66(load case 4), 22=-24(load case 4), 24=-4(load case 4), 26=-13(load case 4), 35=-25(load case 3), 33=-3(load case 3), 32=-7(load case 3), 31=-1(load case 3), 30=-6(load case 3) Max G rav 2=270(load case 1), 27=28(load case 2), 19=288(load case 1), 29=122(load case 1), 28=119(load case 1), 21=265(load case 7), 22=36(load case 7), 23=122(load case 1), 24=104(load case 7), 25=106(load case 1), 26=108(load case 7), 36=130(load case 2), 35=108(load case 6), 34=106(load case 1), 33=107(load case 6), 32=106(load case 6), 31=104(load case 1), 30=120(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-40/15, 3-4=-21/14, 4-5=-19/26, 5-6=-19/35, 6-7=-19/44, 7-8=-19/54, 8-9=-19/63, 9-10=-21/75, 10-11=-20/74, 11-12=-20/74, 12-13=-22/73, 13-14=-19/60, 14-15=-19/50, 15-16=-20/40, 16-17=-14/29, 17-18=-33/19, 18-19=-35/44, 19-20=0/36 BOT CHORD ' 2-36=0/45, 35-36=0/45, 34-35=0/45, 33-34=0/45, 32-33=0/45,31-32=-2/47, 30-31=-2/47, 29-30=-3/47, 28-29=-3/47, 27-28=-2/46, 26-27=0/45, 25-26=-2/47, 24-25=-2/47, 23-24=-2/46, 22-23=0/48, 21-22=-8/44,19-21=-8/46 WEBS 10-29=-91/0, 12-28=-91/0, 18-21=-201/25, 17-22=-27/17, 16-23=-90/17, 15-24=-79/18, 14-25=-78/16, 13-26=-91/24, 3-36=-103/6, 4-35=-74/24, 5-34=-81/16, 6-33=-80/18, 7-32=-80/17, 8-31=-78/17, 9-30=-90/23 NOTES 1) Unbalanced roof live loads have been considered fdr this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord,dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 61 Gable studs soaced at 1-4-0 oc. ontinued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 63719 MiTek Industries, Inc. QRpFESSIp\ c C. AI 4l �N o 1 C 47180 EXP, 06/3i011105 �TFOFCA�1F0� January 23,2004 Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut membQrs to bear tightly against each „ TOP CHORDS other. g C2 C3 3. Place plates on each face of truss at each 3ZhJ joint and embed fully. Avoid knots and wane W �, 0 at joint locations. U U U 4. Unless otherwise noted, locate chord splices O at'/< panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 C7 c6 10 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. Mi Tel k® 15. Care should be exercised in handling, Effl erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply COSTA ADDITION component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. • 811156730 COSTA Al INT. CATHEDRAL 1 1 89 Bracing Specification, and H13.91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Job Reference optional Endeavor Homes, Orovill -, CA 95965 5.200 s Dec 2 2003 MiTek Industries, Inc. Thu Jan 22 19:00:28 2004 Page 2 NOTES 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Beveled plate or shin required to provide full bearing surface with truss chord at joint(s) 27, 29, 28, 22, 23, 24, 25, 26, 31, 30. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITe r connectors. This design is based only upon parameters shown, and is for an individual , building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality contol, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and H13.91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,/8' TOP CHORDS other. �/g -♦ C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane 0 0 at joint locations. U �5 U U 4. Unless otherwise noted, locate chord splices 0 at'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~1 C8G C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 1Q ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I R engineer. 11144 Mi 7e k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type City j7pjj-7COSTA ADDITION R111567 COSTA A I INT. CATHEDRAL 114 1 Oroville, CA 95965 5.200 s Dec 2 2003 MiTek Industries, Inc. Thu Jan 22 19:00:26 2004 Page 1 -2-M 4.4-14 8-0-0 13-M 1 17-6-8 22-1-0 1 26-0-0 1 28-M 2-041 4-4-14 3.7-2 5-0-0 4-6-8 4-6.8 3-11.0 2-0-0 Scale = 1:49.4 4x4 = 5 3x6 = 12 pro — 5x10 = 5x8 = 2.00 F12 8-0-0 15-0-8 22-1-0 26-0-0 8-M 7-0-8 _ 7-0.8 3-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.14 11 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.06 1 >469 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.10 8 n/a , n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) PLATES GRIP M1120 220/195 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr G TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or.10-M oc bracing. WEBS 2X4OFStd G REACTIONS (Ib/size) 2=115510-5-8,8=1155/0-5-8 Max Horz2=-12(load case 4) Max Uplift2=-30(load case 3), 8=-30(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-2441/0, 3-4=-2199/0, 4-5=-2214/0, 5-6=-2662/0, 6-7=-2500/0, 7-8=-2529/0, 8-9=0/37 BOT CHORD 2-12=0/2254, 11-12=0/1873, 10-11=0/2720, 8-10=0/2336 WEBS 3-12=-225/32, 4-12=-288/67, 5-12=-8/433, 5-11=0/1204, 6-11=-291/73, 6-10=-397/27, 7-10=-147/47 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, 0SB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. ,O�pFESS10\ C 17180 `� a * EXP. 06130/05 ST.4 CIV1� January 23,2004 `Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ �/$ ♦ �— C2 C3 J5 3. Place plates on each face of truss at each Q c4 joint and embed fully. Avoid knots and wane O at joint locations. O U �y = " U 4. Unless otherwise noted, locate chord splices a at 1A panel length (+ 6" from adjacent joint.) For 4 x 2 orientation, locate 1 C8 C7 C6 10 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® M1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 1114 4413 engineer. Mi Ye k® 15. Care should be exercised in handling, EN erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job Truss Truss Type City Ply COSTA ADDITION SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.12 11 >999 360 811156731 COSTA AF INT. CATHEDRAL 1 1 BCLL 0.0 I Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Job Reference (optional) 9 2004 P Endeavor Homes, Oroville, CA 95,965 5.200 s Dec 2 2003 MiTek Industnes, Inc. Thu Jan 22 19.00.2 age I -2-0.0 4.4-14- 8-0-0 13-0-0 17.6-8 22-1-0 26-0-0 28-0-0 2-M 4-4-14 3-7-2 5-0-0 " 4-6-8 4-6.8 3-11-01. 2-M Scale = 1:50.3 �1 O NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 8x9 3x4 % 3x4 5 zve v„e 5x8 = 5x6 = 2.00 F12 8-0-0 15-0-8 22-1-0 26-0-0 8-" 7-" 7-" 3-11-0 Plate OffsetsX,Y _[2:0-5-0,0-2-0]_[3:0-2-13,0-1 41_Ib:U-b-i z,U 4 uI, Ib:U-O V,U-U-7 L}, CSI tO:V-J �I,y-L-uf DEFL in (loc) Well Ud PLATES GRIP LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.12 11 >999 360 M1120 220/:195, TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.26 10-11 >999 180 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss BCLL 0.0 I Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 166 Ib , LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No..1 &Btr G WEBS' 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1155/0-5-8,8=1155/0-5-8 Max =1155/0-5-8,8=1155/0-5- Max Horz 2=-12(load case 4) Max Uplift2=-30(load case 3), 8=-30(load case 4) BRACING TOP CHORD Sheathed or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-2556/0, 3-4=-2316/0, 4-5=-2354/0, 5-6=-2799/0, 6-7=-2738/0, 7-8=-2748/0, 8-9=0/37 BOT CHORD 2-12=0,'2381,11-12=0/1956,10-11=0/2891,8-10=0/2568 WEBS 3-12=-225/17, 4-12=-342/67, 5-12=-9/481, 5-11=0/1277, 6-11=-319/74, 7-10=-205/40, 6-10=-314/32 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Of ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be instarled and loaded vertically. Applicability of design parameters and proper incorporation of , component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing cf the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 4 pFESS/p� _�C�� - C 17180 '! EXP. 06/30/05 * s>4 c)VI OF CA1.1F��� January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ g C2 C3 JS 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane 0 U �, 3 O at joint locations. U �y U 4. Unless otherwise noted, locate chord splices Oat'A panel length (± 6" from adjacent joint.) : For 4 x 2 orientation, locate ~ C8 G C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge JI J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 1Q ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ����TT�� , ��i _�� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I engineer. Mi T k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Endeavor Homes. vrowne, l.H aDaoa 2-0-0 4.4-11 1 7-5-2 1 10-5-9 14-10.4 16-10-4 2.0-0 4-4-11 3-0-7 3-0.7 44-11 2-0-0 Scale = 1:31.6 5x8 = 3x4 4 3x4 5x8 \\ "AU r/ 1x4 II 1x4 II 2.3-8 44-11 7-5-2 1 10-5-9 12-6-12 1 14-104 2.3-0 2-1-3 3-0-7 3-0-7 2-1-3 2-3-8 LOADING (psf) Truss Truss Type Oty Ply COSTA ADDITION (loc) I/deb Ud TCLL 20.0 Plates Increase R1 1156732 rJob COSTA BF SCISSORS 1 1 360 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) Job Reference (optional) Endeavor Homes. vrowne, l.H aDaoa 2-0-0 4.4-11 1 7-5-2 1 10-5-9 14-10.4 16-10-4 2.0-0 4-4-11 3-0-7 3-0.7 44-11 2-0-0 Scale = 1:31.6 5x8 = 3x4 4 3x4 5x8 \\ "AU r/ 1x4 II 1x4 II 2.3-8 44-11 7-5-2 1 10-5-9 12-6-12 1 14-104 2.3-0 2-1-3 3-0-7 3-0-7 2-1-3 2-3-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deb Ud TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.21 6 >147 360 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.57 1 7 >42 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.17 8 n/a n/a BCDL 10.0 Code UBC97/ANSI95.. (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 8=709/0-5-8,10=709/0-5-8 Max Horz 10=-7(load case 4) Max Uplift8=-92(load case 4), 10=-92(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/36.2-3=-49/346.3-4=-348/0,4-5=-347/0,5-6=-42/346,6-7=0/36 BOT CHORD 3-9=0/406,5-9=0/405.2-10=-246/47,6-8=-246/40 WEBS 4-9=0/201, 5-8=-798/128, 3-10=-798/127 .PLATES GRIP M1120 220/195 Weight: 64 lb Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated'by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of , component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q�-FESSlp\ _�c�C AN�� `" C 171 11 FT * EXP. 06/301105 k CIVOL OFC January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 14' TOP CHORDS other. �/8'-► �- C2 3. Place plates on each face of truss at each c joint and embed fully. Avoid knots and wane. 2C3 _ �� at joint locations.u O U U 4. Unless otherwise noted, locate chord splices O at '/4 panel length (± 6' from adjacent joint.) C8 c� cs O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of • For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to Camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 1Q ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING �� Indicates location of joints at , �F-�L� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.I 1114 45 engineer. Mie k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. A- l FEB 1 0 2004 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGvv DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 E IT o• 12, APPLICATION AND PERMIT ESSOR PARCEL NUMBER ZOWN BUILDING PERMITq a . 0o. v v VVL1..J�, 1 )) TELEr E Q, FT. OC BUILDING VALUATION �SER ,n C �� "nsNG A7)— R Rn ✓ _ P 4� Y 1 . / T - S0,6 JY V NSTRUCTIONLENDER PERMIT FEE S X v ELECTRICAL PERMIT Fireplace Main Service DER's MAILINGNG ADDRESS Total Valuation $ ) 200A TO 1000A ARCHrrECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee $ ARCHmiCT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUODINGADOREss 11 Energy Plan Checking Fee $ ..�� PERMIT FEE $ LOT NO. SUBONISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Ef#00DUpIeK ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 JS_ Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6Gties ❑ Installation ❑ Other ❑ �/� Describe Work:AP Gl Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 .PERMIT FEE PAID SRA SIER 1 oma` P AMOUNT RECEIVED $ -/1 06 1?• DATE RECEIVED RECEIPT # 3 � �S% EK. OCCU OUTLET OR FD=RES PERMIT FEE S X v ELECTRICAL PERMIT Filing Fee 20.00 Main Service 600V"LEss tow OR LESS 23.0 Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNCi Occup - 3.50 OR ADONS. 8 ACC. NEW CONS ww,womin a MU�TFoImFT 1 97.50 EK. OCCU OUTLET OR FD=RES gti Ld .SO FTXEOAPPWS. . OR EK. Occup. M. 610 E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE $ 1p( • I ::;"- I MECHANICAL PERMIT Fling Fee 1 20.00 Hood . 1 1 6.501 PERMIT FEE S - zu Mobile Home Installation Fee $ Energy Inspection Fee S to occ CONST. TYPE TOTAL FEE $ O MAZ. I D. FEES I IMP I 1L=,,p I CDF PARCEL PD I HD I ISSUE 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 PERMIT EXPIRES ON (Dare National Pollutant Discharge Elimination System (NPDES) Phase II .Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: 94 0//-- 6e36 By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a. Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 702 - ®YG - d/D di �o L 14, coJAIME ^` r JAN 3 0 2004'' /99/ A// 2wlr,- �. SERVICES td.2o V116— � , FS%46 �k .I d i� f I i 'u t �r "r 'F i„ i I . it 'J r f "il - - BALANCE OF FEES SHEET DATE: PERMIT: ASSESSOR PARCEL #: OWNER'S -NAME: l STG( FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: SRA COPIES URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ / (Check one) COUNTY l/ CITY OF BIGGS (Check one) RESIDENTIAL _ u-, COMMERCIAL RECEIPT NUMBERS: TABLE OF CONTENTS TOC Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:16:08 Project Address........ 1881 MT. IDA ROAD ******* --------------------- 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 by Enercomp, Inc. ----------------------------------------- MICROPAS6 v6.01 File -COSTA Program -TOC I User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page ADDITIONS ................. 1 FORM CF -1R ................ 2 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING ............... 11 ?Qva, /�t7D ► -r� o r1ir ll&IN `� i soft nIra� -1 ~, ADDITION WORKSHEET Page 1 ADD Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:16:08 Project Address........ 1881 MT. IDA ROAD ******* --------------------- 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 Method...... MICROPAS6 v6.01 by Enercomp, Inc. I MICROPAS6 v6.01 File -COSTA Program -ADDITIONS User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- ADDITION/ALTERATION ---------------------------------------------------- WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name .................. COSTA - COSTA Conditioned Floor Area..... 1325 sf Standard Design Energy Use. 44.53 kBtu/sf-yr Proposed Design Energy Use. 69.20 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. COSTAL - COSTA Conditioned Floor Area..... 2152 sf Standard Design Energy Use. 36.81 kBtu/sf-yr Proposed Design Energy Use. 50.23 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio ---------- ------------- 1325 / 2152 ------- = 0.616 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio ------------- ------- Proposed -------- Standard Design 36.81 + 0.616 x ( 69.20 -------- - 44.53) = -------- 52.00 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 .................... 52.00 50.23 1.77 = *** Addition/Alteration complies with Computer Performance *** _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 Project Address........ 1881 MT. IDA ROAD ******* --------------------- 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. MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run -COSTA I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2152 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 110 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.3 % of floor area Average Glazing U -factor... 0.69 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.5 ft Component Type ------------ Wall Wall Roof Roof Floor Door BUILDING SHELL INSULATION Frame ------------------------- Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments ------------------------------- Wood R-11 R-0 R-11 0.098 Wood R-13 R-0 R-13 0.088 Wood R-11 R-19 R-30 0.031 Wood R-11 R-19 R-30 0.031 Wood R-19 R-0 R-19 0.039 n/a R-0 R-n/a R-0 0.330 FENESTRATION Attic Attic CRAWL ENTRY DOOR, TO GARAGE Over - Exterior hang/ Shading Fins Location/Comments -------- ----- -------------------------- Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Vinyl/Slider/SC=0.88 Standard Yes VINYL/SLIDER/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Area U_ orientation (sf) Factor SHGC ---------------- Wind Front (E) ----- 9.0 ------ 0.940 ------ 0.700 Wind Front (E) 18.0 0.940 0.700 Wind Left (S) 18.0 0.940 0.700 Door Left (S) 40.0 0.500 0.610 Wind Left (S) 14.0 0.500 0.610 Wind Back (W) 18.0 0.940 0.700 Wind Back (W) 18.0 0.940 0.700 Wind Back (W) 53.0 0.940 0.700 Attic Attic CRAWL ENTRY DOOR, TO GARAGE Over - Exterior hang/ Shading Fins Location/Comments -------- ----- -------------------------- Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Vinyl/Slider/SC=0.88 Standard Yes VINYL/SLIDER/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 Standard None Metal/Slider/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 ---------------------- I MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM CF-iR User#-MP2246 User -Barry Rubahoff Run -COSTA ------ ---------------------------------------------------------- FENESTRATION Over - Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins Location/Comments ------ ----- ------ -------------- ----- -------------------------- Wind Back (W) 20.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 Wind Back (W) 20.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 Wind Back (W) 14.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 Wind Back (W) 40.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 Wind Back (W) 6.0 0.500 0.680 Standard None Vinyl/Fixed/SC=0.88 Wind Left (SW) 10.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 Wind Back (NW) 10.0 0.500 0.610 Standard None VINYL/SLIDER/SC=0.88 HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type ------------------------------------------------------- ------ =--------- Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.62 40 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ----------------------------------------------- Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 -------------------------------------- I MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- 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.... FRANK & JULIE COSTA Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... BARRY RUBANOFF Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. 7.6 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 Project Address........ 1881 MT. IDA ROAD *******--------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... BARRY RUBANOFF ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- 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 0.31;, 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... FRANK - --------------------------------- & JULIE COSTA Date..01/27/04 21:15:19 MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -COSTA 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 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 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R ----------------------------------------------------- Project Title.......... FRANK & JULIE COSTA Date..01/27./04 21:15:19 I MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -COSTA ------------------------------------------------------------------------------- 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)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general.lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 8 C-2R Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 Project Address........ 1881 MT. IDA ROAD ******* --------------------- 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. ------------------------------------------ MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- = MICROPAS6 ENERGY USE SUMMARY = _---------------------------- _ = Energy Use Standard Proposed _ (kBtu/sf-yr) Design Design _ ----------------------- ---------- ---------- Space Heating.......... = Space Cooling.......... Water Heating.......... Total 13.45 16.02 10.90 23.64 12.46 10.57 36.81 50.23 Compliance = Margin = -2.57 = -12.74 = 1.89 = -13.42 = *** Building does not comply 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..... 2152 sf Single Family Detached Existing Plus Addition Front Facing 110 deg (E) 1 2 ReducedYear Raised 1 18192 0 sf Floor cf 14.3 0 of floor area 0.69 Btu/hr-sf-F 0.65 8.5 ft COMPUTER METHOD SUMMARY Page 9 C -2R --------------------------------------- Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 --------------------------------- I MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- 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 ------------ ----------------------- ----- -------- --------- 2152 18192 1.00 Yes Setback 8.0 Standard No Area Surface (sf) -------------- ------ HOUSE - Existing 1 Wall 2 Wall 4 Wall 6 Wall 8 Wall 12 Roof 14 Floor 15 Door 16 Door HOUSE - New 3 Wall 5 Wall 7 Wall 9 Wall 10 Wall 11 Wall 13 Roof Orientation OPAQUE SURFACES ---- - ---------- U- Insul Act Solar Form 3 Location/ factor R-val Azm Tilt Gains Reference Comments ----- ----- --- ---- ----- ------------ ---------------- 149 0.098 11 110 90 Yes W.11.2X4.16 Wind 158 0.098 11 110 90 No W.11.2X4.16 Wind 242 0.098 11 200 90 Yes W.11.2X4.16 Wind 75 0.098 11 290 90 Yes W.11.2X4.16 Left 260 0.098 11 20 90 Yes W.11.2X4.16 Back 1325 0.031 30 n/a 0 Yes R.30.2X6.24 Attic 21 0.039 19 n/a 0 No FC.19.38X124 CRAWL 20 0.330 0 110 90 Yes None ENTRY DOOR 18 0.330 0 110 90 No None TO GARAGE 216 0.088 13 110 90 Yes W.13.2X4.16 238 0.088 13 200 90 Yes W.13.2X4.16 336 0.088 13 290 90 Yes W.13.2X4.16 292 0.088 13 20 90 Yes W.13.2X4.16 13 0.088 13 245 90 Yes W.13.2X4.16 13 0.088 13 335 90 Yes W.13.2X4.16 450 0.031 30 n/a 0 Yes R.30.2X4.24 Attic HOUSE - Existing 1 Wind Front (E) 2 Wind Front (E) 3 Wind Left (S) 6 Wind Back (W) 7 Wind Back (W) 8 Wind Back (W) HOUSE - New 18.0 4 Door Left (S) 5 Wind Left (S) 9 Wind Back (W) FENESTRATION SURFACES ---------- - ---------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- -------------------------------- --- 9.0 0.940 0.700 110 90 Standard Metal/Slider/SC=0.88- 18.0 0.940 0.700 110 90 Standard Metal/Slider/SC=0.88 18.0 0.940 0.700 200 90 Standard Metal/Slider/SC=0.88 18.0 0.940 0.700 290 90 Standard Metal/Slider/SC=0.88 18.0 0.940 0.700 290 90 Standard Metal/Slider/SC=0.88 53.0 0.940 0.700 290 90 Standard Metal/Slider/SC=0.88 40.0 0.500 0.610 200 90 Standard Vinyl/Slider/SC=0.88 14.0 0.500 0.610 200 90 Standard VINYL/SLIDER/SC=0.88 20.0 0.500 0.610 290 90 Standard VINYL/SLIDER/SC=0.88 COMPUTER METHOD SUMMARY Page 10 C -2R - ------------------- Project Title.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 MICROPAS6 v6.01 File -COSTAL Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- FENESTRATION SURFACES REMARKS Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ 10 Wind Back (W) ----- ----- ----- --- ---- 20.0 0.500 0.610 290 90 -------- Standard ------------------------ VINYL/SLIDER/SC=0.88 11 Wind Back (W) 14.0 0.500 0.610 290 90 Standard VINYL/SLIDER/SC=0.88 12 Wind Back (W) 40.0 0.500 0.610 290 90 Standard VINYL/SLIDER/SC=0.88 13 Wind Back (W) 6.0 0.500 0.680 290 90 Standard Vinyl/Fixed/SC=0.88 14 Wind Left (SW) 10.0 0.500 0.610 245 90 Standard VINYL/SLIDER/SC=0.88 15 Wind Back (NW) 10.0 0.500 0.610 335 90 Standard VINYL/SLIDER/SC=0.88 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 - New ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 Window 14.0 3.5 4.0 2.0 0.58 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 Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No NO 0.669 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.......... FRANK & JULIE COSTA Date..01/27/04 21:15:19 Project Address........ 1881 MT.'IDA ROAD ******* --------------------- 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. -------------------------------- MICROPAS6 v6.01 File -COSTAL Wth=CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-COSTA ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2152 sf Volume ..................... 18192 cf Front Orientation.......... Front Facing 110 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 designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) (Btuh) ----------- Opaque Conduction and Solar...... 10089 ----------- 7111 Glazing Conduction ............... 8518 5537 Glazing Solar .................... n/a 13813 Infiltration ..................... 10348 4248 Internal Gain .................... n/a 2100 Ducts ............................ 2896 3281 Sensible Load .................... 31851 36090 Latent Load... :.................. n/a 7218 Minimum Total Load ----------- 31851 ----------- 43308 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 designers responsibility to consider all factors when selecting the HVAC equipment. .. t"Tri'gC :�.rSw`'uc =ww.�ro r�."y...4r,�._.,y,,,.�i•.-y-,-r,7gtsw.,��•r*'�r,�r,�r�•-. j C i 072=080-010 S,,PERMIT#97-1484 RIMBRELL, Horace - 1881 Mt Ida Rd., Oroville :Cont: Four Seasons`Roofing Reroof/SF — -1 /1- • a 1 / COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75541` P RMIT No. (Rev. 12/96) APPLICATION AND PERMIT ,' 9 7- iw ASSESSOR PARCEL NUMBER ,(� O O _ \ ZONIN1. Q V BUIL ING PERMIT OWNER ' / ^Iv� 'TELEPHONE / V 1 /LI SO. FT. OCC. BUILDING VALUATION Y J OWN J% VIUUNG ADDRESS 01 iJI7C ( V CONTRACTOR'S NAME ,' r TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 41 v ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .3 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS ' j:� �� J Energy Plan Checking Fee $ 04 AC PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF;O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat' um 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 p ;' ; •� r � J `1 Describe Work: J Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos ON mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class r� - , : Lic. No.ell 3� T OWNER -BUILDER DECLARATIO 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. j ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLD S. SO 3.50FT. Np RE9N� T. MULTI-OUTL"RicET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I:50 PPLNS Ex. Occup. ouT ET. RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. WirinQ 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. IR I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation I surance carrier and policy number are: Carrier .5744, )I ey MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number�> ? 7 3 '74,p (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation p ovisions of section 3700 of the Labor Code, I shall forthwith comply with th a provisions. X 10"._► ______ Date �'Y �/', /.l 7_ Signature of Applica - ❑ Owner ❑ Contractor IP'Agent An OSHA permit is required 4or excavations over 5'0"deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ Lj s HAZ. D. FEES IMP FLOOD CDF PARCEL �..-. PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By Zi :- P RE MIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. ol "b L 3 WHITE-D.D.S.-B. . CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OFDEVEiLOPM ENT SERVICES-BUILDINGDIVI N 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 In NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER .._ v /gyp (sQ _ 0I(A3 ZONING BUI ING PERMIT OWNER o Ck VIS �Cl� TELEPHONE �� SO, FT. OCC. BUILDING VALUATION OWNEi�S�N ADDRESS �A r /J De ^� I Q /� q , /1'l ,�`( FN (1/�` Imo/ CONTRA` CTO V NAME V ^✓_ ✓ -`% �'/`% V 1 TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ] / IY (/ Energy Plan Checking Fee $ PERMIT FEELOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑/ Installation ❑ Other Describe Work: _ '�� 4 Q F C �/''tijdl Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.// License Class C'. :2 Lic. No. 616:707 �j OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. B: so. N RESN5T MULCTI-CUTLET RCUITS @7,50 POWER APPARATUS b SINGLE OUTLET C1 R. Ex. OccupOUTLET OR FIXTURES 00 SAL @ �: 0 Ex. Occup. OUT LETS REESSIp.OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'p m ensationu�ra�n.,ce �jerrier and policy number are: Carrier � 1 f� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 6�y�i Policy Number='� ?/ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with th a provisions. / X___ Date J_ Signature of Applica - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ j HAZ. I D. FEES IMP FLOOD COF PARCEL PO HD ISSUE 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. Da e Z��, A/,o BERIMIT EXPIRES ON pate Receipt No. 2, 3 WHITE-D.D.S.-B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 072-080-010 PERMIT#96-1200 HORACE, Kimbreli & Hattie 1a8l Mt Ida Rd., oroville Relocate LPG Wtr Htr/ 1. SF 1.3�j;�Jj 11 072-080-010 PERMIT#96-1200 HORACE, Kimbreli & Hattie 1a8l Mt Ida Rd., oroville Relocate LPG Wtr Htr/ 1. SF 1.3�j;�Jj COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION)AND PERMIT ASSESSOR PARCEL NUMBER 072-0080-010 (FAMMUST) ZONING AR BlOtDING PERMIT OWNER HORACE KIMBRELL & HAME M. TELEPiONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1881 ff IDA RD OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNINOWN Total Valuation $ Filing Fel $ 20.00 LENDER'S MAILING ADDRESS .ARCHITECT Permit Fee $ OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 1881 MT IDA RD PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 OROVILLE # Each Trap 7.00 LOTNO. SUBDNISroN'SNAMEPARCEL MAP I Solar or heat pump water heater 23.00 Water piping 15.00 15,00 F USEOFSTRUCTURE SF:Duplex ❑ Mobilehome ❑ Other SPECIFY + Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 ' TYPE OF WORK { New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XI I Describe Work: RELOCATE LPG WATER NFATFR I Mobile Home S G W @20.00 PERMITFEE- 65.00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and ProfessionsSINGLE 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 LawfgPthe following reason: ! 1, as owner of the property, or my employees with wages as their sole compensation, t 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 Prof essions� Code for this reason NEW CONST. DWELLING OCCUP. ADONS. ( a BUDS. ) SO. 3.5Q FT. NE MULTI - NEW CONST. MULTI -OUTLET NON-REID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATOUTLETUS ) 8 C1R. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL 0 .50 Ex. Occup. ( OUFIXED TLETS (REBID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I 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 Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Numbed (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor.Code, I shall forthwith comply with those provisions. � Date Signature of Applicant - 1210Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ -. OCC CONST. TYPE 65,000❑ TOTAL FEE $ HAZ. I D. FEES I IMP FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By // PERMITEXPIRESON G— applicable provisions Resolutions to do work been paid. �rDate `�� 3� (Date) Receipt No. 201717 WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OFf5EVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754PERMIT�I,�. APPLICATION AND PERMIT (J ASSESSOR PARCEL NUMBER 072-0080-010 (FAM,TRUST) ZONING AR ING PERMIT OWNER HORACE KIMBRELL & HATTIE M, TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 1881 MT IDA RD OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIWOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADD iESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1881 MT IDA RD PERMITFEE $ OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. suBDN5aN5 NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF X3 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15,00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M Describe Work: RELOCATE, T2G WATER HEATER Mobile Home S I G I W @20.00 PERMITFEE $ 65,00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service 5 OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm ender penalty of perjury that I am licensed under provisions of Chapter 9 (commencing :with Section 7000) of Division 3 of the Business and Professions Code, and my licenses in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm Lnder penalty of perjury that I am exempt from the Contractors License Law f the following reason: �t 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. ) SO. 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER SINGLE APPARATUS ) 8 OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) @ t.00 BAL .SO Ex. Occup. FIXEDAPPUI D.°EA R ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc . Wiring 23.00 PERMITFEE $ Contractor 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 Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date -- Signature of A?plicant - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 65.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL I PD I HD ISSUE 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 / Date6 PERMITEXPIRESO 6- 3 " + (Date) ReceiptNo. 201717 WHITE-D.D.S.-B.C. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest- opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[X] NO[ ]. 42. I HAVE['] HAVE NOT[ ] signed an application for a building permit for the proposed work- 3. ork3. = have contracted with the following person (firm) to provide the proposed construction: NA�tiLE: ADDRESS: CITY: PHOINVE: CONTRACTOR'S LICENSE NO. 4. I plan to provide potions of this work, but I have hired the following person to :oordinate, supervise, and provide the major work: NAlti1E: .ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NA1IE ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER,��-14 fP �� ��� 460 SOCIAL SECURITY NUMBER: DATE: 6- 3 - J6 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before Nye are permitted to issue the permit. OVER COUNTY OF BUTTE .; BUILIANG DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 - '2 747 Elliott Road, Paradise, CA - (916) 872-6307 4 CORRECTION NOTICE r. {llo v -Q- C -C g �- 12-,00 r 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 complet . you have any questions pertaining to this matter, or need additional explanation, please nta�Ioffice immediately. " r DateInspector REV 10/92 .�Y t,. Y, DateInspector REV 10/92 "mak Date coa n iq • Address ❑ 196 Memorial Way Reply to Chico, California 95926 Telephone: 916/891-2727 DEPARTMENT OF PUBLIC HEALTH , DIVISION OF ENVIRONMENTAL HEALTH. Y9 7 County Center Drive ❑ 747 Elliott Road Oroville, California 95965 Paradise, California 95969 Telephone: 916/534-4281 Telephone: 916/872-2961, Ext. 58 January 13, 1984 Mr. Horace Kimbrell 1881 Mt. Ida Road Oroville, CA. 95965 Dear Mr. Ki.mbrell: This is to advise you that pursuant to Section 19-19 of the Butte County Code, -the Board of Supervisors has approved a .variance renewal to Sections 19-10 and -19-12. of the Butte County Code for the continued use of a mobile home ori your property located -at 1881 Mt. Ida Road, Oroville, CA and identified as Assessor's Parcel slumber08='`i'0. This variance renewal wa.:Es granted on' November 222 1983_ _ and includes the following conditions 1. The variance rene.,ral is granted only for a term of on-- year. At the end of one year you must apply for a nes--7. variance . if the u.se is to continue. 2_. If the applicant residing in'the mobile home or conventional residence moves to another location or is deceased, the variance automatically expiri s and t r_he mobile home shall be moved within 120 days. If the mobile .'Home is not removed t-aithin 120 days, the county may remove said ri_obile home and it at the otrrner' s expense. store Very truly yours, L;; -nn E. Va;721,iart, Director Di V o��i of Environmental Healt'n LEV/lda cc: Cler'- of the Board P 2nir_g Deoartment- ui_�d ing Department I r' ^ LAND OF NATUP.AL WEALTH AND BEAUTY L.� DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address 0 695 Oleander Avenue, P.O. Box 1100 X 7 County Center Drive 0 747 Elliott Road Reply to Chico, California 95927 Oroville, California 95965 Paradise; California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 916/ 872-296 1, Ext. 5 August 7, 1981 Horace R. Kimbrell 9164 Wyandotte LaPorte Road Oroville., CA 95965 Dear M'- Kimbrell: This is -to advise you that pursuant to Section.19-19 of the Butte County Code, the Board of Supervisors has approved a variance renewal to Sections 19-10 and 19712 of the Butte County Code for the continued use of a mobile home on'your property located at 9164 Wyandotte/LaPorte Rd.. Oroville, CA and identified as Assessor's Parcel'Number 72-08-10. This variance renewal was granted on July 28, 1981 and includes the following conditions: 1. The variance renewal is granted only fora term of one year. At. the end of one year you must apply for a new variance if the use.is to continue. 2. If the applicant residing in the mobile home or conventional residence moves to another location or is deceased; the.varianc.e automatically expires..and.the mobile home shall .be moved within 120 days. If the mobile home is not removed within 120 days, the County may remove said mobile home and store it at the owner's expense. Very truly yours, Lynn Vanhart, Director Division of Environmental Health LEV/lld. cc: Clerk of the Board Planning_ Department Building Depa tmr ent� 0 COW :'oma t e r' ^ LAND OF NATUP.AL WEALTH AND BEAUTY L.� DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address 0 695 Oleander Avenue, P.O. Box 1100 X 7 County Center Drive 0 747 Elliott Road Reply to Chico, California 95927 Oroville, California 95965 Paradise; California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 916/ 872-296 1, Ext. 5 August 7, 1981 Horace R. Kimbrell 9164 Wyandotte LaPorte Road Oroville., CA 95965 Dear M'- Kimbrell: This is -to advise you that pursuant to Section.19-19 of the Butte County Code, the Board of Supervisors has approved a variance renewal to Sections 19-10 and 19712 of the Butte County Code for the continued use of a mobile home on'your property located at 9164 Wyandotte/LaPorte Rd.. Oroville, CA and identified as Assessor's Parcel'Number 72-08-10. This variance renewal was granted on July 28, 1981 and includes the following conditions: 1. The variance renewal is granted only fora term of one year. At. the end of one year you must apply for a new variance if the use.is to continue. 2. If the applicant residing in the mobile home or conventional residence moves to another location or is deceased; the.varianc.e automatically expires..and.the mobile home shall .be moved within 120 days. If the mobile home is not removed within 120 days, the County may remove said mobile home and store it at the owner's expense. Very truly yours, Lynn Vanhart, Director Division of Environmental Health LEV/lld. cc: Clerk of the Board Planning_ Department Building Depa tmr ent� 0 0 695 OLEANDER AVENUE 7 COUNTY CENTER DRIVE 747 ELLIOTT ROAD CHICO. CALIFORNIA OROVILLE, CALIFORNIA PARADISE, CALIFORNII 891.2729 554-4281 872-2%1, Ext, 58 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH , SEPTIC TANK INSPECTION CERTIFICATE The Septic Tank System was Installed at FOR SEPTIC TANK LEACHING FIELD Length _� lt. Size Gallons Width Material No. of Lines Rock tinder Ttle- in. ' r .The above dimensions meet the minimum requirements of Butte County Coder Article 19. Additional leaching area will be required it experience S,ttows it to be necessary. Remarks: Date S2 -7/8R Santtttr,an BUTTE COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 7 COUNTS GENTER DRIVE 695 OLEANDER AVENUE CALIFORNIA 95926 747 ELLIOTT RO::��Ct11 Or -*MLLE, CALIFORNIA 959F5 CHICO Phwte:'�EORNI 7 PARADISE, CALIFORN�A�95969 Pt,One� 594.438t i Phone: $72.2-061. Ext. 58 Date Issued _.._�.._ FCPINt,'9 nNF YFAN rfioM DATr OF ISSflAMc fl Permit Is sued to To conetruet n erwage disposal vvrt+:m for ' Located A , SEPTIC TANK. SYSTEM REQUIREMENTS 5r`n{to Tank l.eacbing f-i�-td Reside M"'.Ur' reru L,} Length: . . . . . . . . . It. Total I.cngIL:. .... fL Kidth It. Trench nidi!,:. n, h, n Liquid depth: It. llinimnm `ir,'<;I liner . . . . . . X f.igni,l copal Its :.:' Rxh. flock under rile , i. innlsu+ Special conditisns ,Additional" leaching tie!d will or. requa,,J if exilerieuke ,4hows it to he necessary. No part A th, sv>tvto :uav } , loeuted within 50 feet of the t "tcr !into of anti C:auntc hoed. NOTE: Satisfautor} ?w4pection 6% the Health Deportment is requirFd hrinrc bo, kh[Urip m pousog thei syt'(e^m intra u ­a. I1"r ap,,n.-y of n new {wilding is not prrntitted until tb,r syst,,m is aptnoved. Permit Fee $ 1'..n,,Lq l r, 4 -_- -- -; Pitot vee i_... Building Server I're 6. Inaued Receipt No..__•-.__. _.y 531 2788 I * r ;, �L" :; — - I , .�33e Q 3 'r O D �" f p;?s� ' T <0 St li`i i>"� Pz- , ° 9 a O Z m Z'i p Q '! : 9 mDd N n 0 11 0 v DYak (4�..�.. w m � 171 cn °a N rn r� 1" ` '4 ..;. qn m 4 m ffr 9 r 1y .-' �� mc•. o OZ -Z+ O > m D ° _ to u o�' m`om= t�_� w. < o rrc -1 T > Dy r rc mf\?n,s &r^ y to c g rovmZI M ri m; t 1� 1 TFi t� i a a m=O m ��a�}}AA7%%� D z' 1i l N K N _ CI V �� m• i 1 � I * r ;, �L" :; — - I , .�33e 8 a+ v v o m�ii m � S m or o S a'o A z ..;. qn S.. 9L &r^ lu i20 all aN H C fa. Roo v N u 2, G - �.. V Q. CO 4 fn c�a p O .. p O f O-0 i mo m . 3a'00 a�^a ;J0 oZO mz e pacIn v'c! to stn y 'o4 �y$n� om�d m m� ox m �•�, y __ n y'a �o- a tea, am ;, 1R ^ bona � £F' :.-:�.•Na, Q mow: �3w E ,�n SO ... �mc� � o +o "Bk ��-' -• �>� �K r L1 n w gBp I * r ;, �L" :; — - I , .�33e BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 6$b �L5�%NDER AVENUE 7 COUNTY CENTER DRIVE 747 ELLIOTT ROAD CHICt.. CALIFORNIA OROVII_LE, CALIFORNIA PARADISE, CALIFORNIA 89? 2721 $34-4281 872-2961 Ext 58 APPLICATION FOR PERMIT TO CONSTRUCT A SEWAGE DISPOSAL SYSTEM Owner's Name_-hcy-'u ' - . _�� r�z!ih /'�'-1 Assessor's Parcel No. Appticant's Name Phettd Mailing Address cc' �" 'r 1. Construction site `flr1 y� �'c�! ;!� r:. `._ ". �• _ ! _ is _ __ __ _. �, - ri ... 5 hit'. .+Arc yr dlreif cn o"pd ' srcn�. Fe n. nrpti♦ CtAS.rnatl' 2. Lotsize— t x �',,,� .? L._.y .� _ __ feet. _ . - - --- * -" -4 'j, _-- 3. APPLICATION FOR: rf-,v sy *r,, for netiv buildintt [] Auxiliary or secondary system Repnir of or additicii to Gid sy t.�em N& -vi system to replace oxisting facilities O 4. Type of building to be served by prupus::d system: Mobile Home (sire ,�'` `' " t No. Sedrooms_Z. ,garbage disposal? =_ House ❑ NO. i3etlruoms�_.__. ���._ garbage d.*5posn'.? Other 0 (specify i 5. Water supply for premises: (i. us 5 s:_:ta,1:o.3't c v:ater? GornmunityLj Private wp-11 ) Other Water supply for adjoining pm-)-:,r-.0os: t;c:,-rmunitviK� Private weal Other WORKMEN'S COMPS=NSATiOtJ i �StJRA;:CE ! have pl,,c d on tit" wiY: tfi^ Couray of i:utta a certifaCate of Workmen's Cnmpensahon Insu►ar,C^l 6. 1 am aware of the provisions of Section 3700 of the-Cssitorn:a 1.4"r Cade Which requires eyety employer to hie insur'-f ,t %, ^ !itr Jr.-, :::,ct:'<. r i i:ortf�y 'h,..t ,n "-, pefforrn,i:+re of the work for which this prrmn ,s issued Compensation. Y ! 01JI, not ariloloy any tt'rson in any marine, to as to a su`air:t to the {^ c*rf rMn's Campen"tion Lu�v< Qr +k�fornte 7. SCALE PLOT PLAN TO BL FuRUI&'j1F.D i/ �`�j►il- taketch to scale on reverse side hereof, er attach scale ski t+ h of plat plan of ne pre t5e{ stip ng., ` 4 6: Property lines. ti ttr: Location of all propowc d and ex.i sting. uuildings, structures,, driveways and parking a.4.'. . & Location of large trees, rock.,;, or other ubst;icta3. it. Shaw direction and appioximite arnount of stopo. t Source of water. ,T• 4Vator lines. A-. St -t back lines and ttaserper+ts. d. Location of any well, spring, creek or other body of Ir Proposed sewage disposed system and area water on the parcel and within 100 fust of property line. for replacement. I hereby stair that th..: intormation ;above and en thu rover5e side nwcol cr attached hereto is correct and true to iii+ best c' :y 'cna::t'9ge. I urj'c>rstand that the permit n:uyt be obtained befora any construction is brawl uiihut on the: building or on the reveqe djspo,.al systun . and that a satista:tory inspection of rhe sy stem 15 r+equlred eeforu the ney, buiidinn or dwolling may be occupied or the system b.+e.kfilled, or put Into ossa. i aisv understard that u salt potabie v�ater must 4e supplied to the nc-w bul[ding Yor Uwell Ing bolure occupancy can take place. Owner 5d Authorized agent t] Licensed contractor Date tAn original letter of author izston must accompany this application in ordar for ;gin authorized agent tc sign,! Legal parcel? Access Mater plans cleared Comment r'O R C7 F F1 E S E O N t. Y Zoning �....�'''- - � _ Use permittt-: ! Rrpt No. Amount "� � L' 0 _ Potable wziter AAA Homeowners Insurance Quote F Anna Weems 1881 Mt Ida Rd Oroville, CA 95966 Customer: Anna Weems Quote date: 4/2/2013 Proposed effective date: 4/2/2013 Quote reference number: 29609-94997-3896H Dwelling ZIP code: 95966 Page 1 of 2 American Automobile Association of.Northem California. Nevada d Utah YOUR AAA REPRESENTATIVE Lola Lodigiani, Serving YOUR Ins. Needs 530-538-8918 Fax 530.533-0418 loia.lodigianl@goaaa.com Office 53 / Oroville M -F: 8:30.5:30 PM Sat: Sales by appointment only Here's your homeowners insurance quote for $386 from AAA Insurance. We're A+ rated by AM Best and offer world-class service from quote to claim. AAA insures more. drivers in Northern California than any other carrier, with one in five choosing AAA as their preferred insurance provider. AAA also receives high marks in customer satisfaction, with a 90% renewal rate from both auto and homeowners policyholders. Add to that over 90 years of insurance experience, access to world-class Emergency Road Service, quality discounts, tailored policy options, and claims service 24/7 and your choice is clear. Select AAA Insurance and begin enjoying your exclusive benefits as a AAA Member. This quote includes •the -following discounts: New home discount, Senior applicant discount, Multi -policy discount, AAA Membership discount (purchase required). Your quote.reference number is 29609-94997-3896H. Please refer to this number when contacting us about this quote.To review or edit this quote online, visit: https://www.csaaquote.com/link? 5YGGFbvnt7FdYEF Coverages Dwelling (Coverage A) Other Structures (Coverage B) Limit $142,600 $14,300 Personal Property w/Replacement (Coverage C) $107,000 Loss of Use (Coverage D) Liability (Coverage E) Medical Payments (Coverage F) Deductible Limited Home Replacement Cost (HO -28)`: 150% of Dwelling Limit (Coverage A) 150% of Other Structures (Coverage B) HO -90: Workers' Comp. & Employer's Liability ----..._......... ...... ......... _..._....... ... _ .................. $57,100 $1,000,000 $1,000 / $25,000 $1,000 $213,900 Maximum Limit $21,450 Maximum Limit Premium 1531439 1'st..iuEled 57,1 included 5-7 1.2 7nchloe of 1 4/2/2013 3:10.PM: STOCKDRAFTING FORM NO. 101.55 751 m ll�ie 4v,./ opt '1r Ir -,4 4yevlote APPROVED i3tatte County nvlrcanmen4ml Health f— ') 'e,_-, ') ENVIRONMENTAL HEALTH JAN 2 8 2]0 4 7 COUNTY CENTER DRIVE 30 `yt44 comp. caoF I ill 15 �o Far. 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