Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
028-120-024
28-12-24, 0-024 2526-91Be- 6 P ;E �M �MATTINL-Robert 99 Drobish Rd,-:"Bangor sf —3 B;.;9232 P--7-028-12-' - q �- , �MATTINGLY; Robert a. " >•99 Dtobish. Rd, ;Bangor+ r *wood'stove/sf :r 028-120-019 00-2876. LOZENSKY, STEWAIZT-& 99 DROBISH,BBAN CONTR:R IGREE1vI OUSE 30 X 100=300 028-120-019 AG 00-164 LOZENSKY, STEWART & HEIDI �99 DROBISH, BANGOR CA AGRICULTURAL BUILDING I r BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. A& W -��� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. rD ZONING O —0/ 9 ROO G ISSU Z6 OWNER Z-0en PHONE NO. OWNEfj,, DDR SS�, h 77 rc� 9�q 1 pdx �'' �O LOCAT ON OF BUILDING V 9 ,0,-6,6 i s d— il 5'S -9/!f USE OF BUILDING /S� S a SIZE OF STRUCTURE TYPE OF CONSTRUCTION: y WOOD FRAME STEEL / ` CONCRETE OTHER (Specify) TYPE OF SIDING rvoo� ROQF COVERING FLOOR TYPE d � fi ESTIMATED COST OF CONSTRUCTION $ Dc.9O'B0 Sh. it9% AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r --t `4*� SIDES D 141u,"-11 � a REAR 2a FRONT AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. \ Date //— .29— o 0 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. Q1/1 rD PARC P.D ROO G ISSU Manager Building Division By 4a;�;aDate l l Dl3 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant aC' Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County'Center Drive *�Oroville, California 95965 • Telephone (530) 538-7541 PER Ivo, APPLICATION AND PERMIT AB:nwR PAR es Nu�eol 00,.,, //� �, _©a ( 2ON"° /� ' BUILDING PERMIT owNEn T0.01"ONE 9- ESO. FT. OCC. BUILDING VALUATION? °Wl4°�- o a -) -)3Art�C�b l CORACTORY %/ (/ ►/T T[IERWNE CONTRACTOR'S MUM ADORESS CONSTRUCTION LENDER S �g r Fire lace LENDOM ►wUNG ADORas i Or i /1-e c 1+ Total "luation b ARCHrMcrr OR ENGINES UCU SE NO , Flln Fee b 20.00 Pjermit Fee , Is , ' 1,R01MCT OR ENONMI WULNO AOORM Plan Checking Fee /to, 2 b euwaCADDREss / Energy Plan Check' g Fee b b 22 PERMIT FEE b IDT NJ. BtkWN61:NY NAAE PARCEL hP MBING PERMIT Filing Fee 20.00 a Trap 7.00 USEOFSTRUCTURE / SF C.' Duplex ❑ Mobilehome ❑ Other L�I� ���� 9PMFV A 6olar or hent pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 / TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ . InslaOetibn ❑ ❑ Dascribe Work: Q Gas piping system 1 - 5 outlets f 15.00 .�-- Building sewer 15.00 Mobile Home I S I GI W 1 920.00 PERMIT FEE b 7 :?� ��Q � 1 ✓ ELECTRICAL PERMIT Filing Fee 20.00 Main Service a'o�oA N LEss 23.00 10,00 -- , ✓ - / ' r � *PERMIT FEE PAID "J A SRA �� ' ' $ Sal, D!7 SHErRIFF $ OT ER. $ $ $ AMOUNT RECEIVE6 $ o-��60 2 D *RECEIPT NUMBER,2 * TO BE PUT INTO COMPUTER Main Service 200A TO 1000A 46.00 NTW OR AOONST. DW:�r ODUP, —50FT. NON•RE510. MULTWUTLFr @7.50 0 PSNOLEOWER APPARATUS i OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FUTURES BAL a .S0 FD(EO APPLM OR Ex. Occup, DVTI.E15 FS10. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE b MECHANICAL PERMIT Fling Fee 20.00 H tin dC dZI Cools QO Hood 6.50 Ventilation PERMIT FEt b Mobile Home Installation Fee b Energy Inspection Fee b °C�j COT Pe TOT L FEE $ NAZ no w ° z P Po Nr. MME This permit is h y 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 a 9 NJ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT A.PRICATION DATA SHEET ��rt9Zwy_ OWNER: QJ� ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: // -3d D!o At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- W-21. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- p. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ' ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ E-16V ----------------- ❑6 Energy Design Compliance and supporting documentation. ---------------------------------------------------- Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. :�=nufactured ous Material Form. ------------------------------------------------------------------------------------------ 9.,^Hoome data and installation instructions including Tie Down Specifications. ------------------ Feesof $ 1I0 O ------------------------ ---------------------------A- : s ---.--.----- ------------------------- Impact fees . Impact fees as shown on the attached schedule. --- ----------="x� �»�-=^-�Q---------- 12. California Department of Forestry plan approval/fees.---'-1� ±��---L=r-=----------- ❑/1,3'Flood elevation certificate. ---------------------------------------------------------------------------------------- A 4. Sanitation and plot plan approval �i � Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ❑IX. Plot plan and business license approy1firom the City of Biggs. ---------------------------------------------- 64' Planning approval for (A) Use: (B) Parking: 91455-A --------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ E3 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ----------------- 030. --------------- ❑30. other: ------- (Date) Zyou issue ethe permit, process as follows El Mail to owner, ❑Mail t con actor. Te1ephone 77 % 3 -�-3 and hold for pickup at Q� office. ❑ Deliver with inspector. )Oezl� - dZ Date: 11— ' Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Departme O Date: By: 1. Index permit application for the above items numbered: ? lan Check List 2. Additional items required: Contrac deli , owner, was advised of the above required data by one, ❑ mail, ❑ Building Division counter, by Date: 1 2 0 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was ad%" of the above required data by ❑ phone, ❑ mail, ❑ Building D' sr ter, by Da r.�� Plans reviewed by: Date: Z Plans approved by: r�Y�J Date: 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E,USE ONLY Plot Plon%dttaehad Floor Plan Attach= t�.?8 Sant to B.O. _ /.3 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Xdwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 --•..r••--r`---�-y�+.�.-..^�»ti--+�-�✓.-+..yam � .-....--•..,.--•.,�-•+-�..-,.•.r•..^-�^'ti-•-fid•• •-�,..-..�..+-.r✓...•'�. �.�-.-,r—�r.�.�....... ��•ti.�-..�.rr-.r..r�..�-'1'-�.r--••r-..--..-`+...+.r-�. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, Californian 95965 • Telephone (530) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT' ff ASSESSOR PARCEL NUMBER 028-120-019 ZONING BUILDING PERMIT OWNER 530 i, HEIDT T TEL77JE 1323 (�� SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 277 3r�iVGOR Cts 95914 CONTRACTOR'S NAME - OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 99 r ISH, BANME CA 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: GREENHOUSE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 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 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR �o"� ( & ACC. BLDSS. so 3,50 NEW9 NON-RESID. 97.50 APPARATUS a sINOLE ourLET cIR. EX. OCCu OUTLET OR FDITURES .00 BAL.@ 1.50 FO(ED APPLNS. OR Ex. Occup. oLrtLETs RESiD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X y Date Signature of Applicant -^O ner ❑ C&ftractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 1.0 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I 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 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Cate Receipt No. 309205 a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PNP INSPECTOR GOLDENROD -APPLICANT t♦ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER (--.0 C Yl -"? 6 PROPOSED BUILDING USE 01rV_p/'A 1. BUILDING PERMIT FEES /" p -- Balance Due ................ $ 0 1, 7:5 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... :5�0 x $0.03 = $ 9 0. 00 Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $- #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) V7� THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # O Z� 'I ZO -0a DATE RECEIPT # DATE REC Eli, At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) PRC -ECT PROCESSING 0 APPLICANT: OWNER: •. PERMIT #: A. P. #: WORK DESCRIM DATE L_©2CJ,) L I. 11 RFrORD .• DESCRIPTION OF STEP January 23, 2001 , 9 0 Stewart and Heidi Lozensky P.O. Box 277 Bangor, CA 95914 Department of Development Services Building Division. 7 County Center Drive 0rov111e, CA 95965 (530)538-754.1 (530) 538-2140 FAX Parcel Number: 028-120-024 Building Permit Number: 00-2876 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: No items this section Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where .the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact meat (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday,through Fridays. PART -II The items identified below,must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form. 2. Fees have been revised for correct square footage. Balance of fees is $681.73. 3. Sheriff's fees of $90.00 are due. 4. Health Department clearance has not been recieved as of this date. MILAN REVIEW RESPONSE FORM In order to expedite the review of y plans, please complete fire following infornen and return this form with your m submitW this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a v Rsponse to every item requested in our plan oor+xtion letter. "By others" is not considered a valid response. please indicate y rrsponse to each item and the location where the information can be found on the planskalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN RM W LETTER AND RETURN WX I H REVISED AND ORIGMAL PLANS OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER Dom- /a0 - f 76 RESPONSE FOR PLAN CHECK LETTER DATED: J J PLAN CHECK REM 9 l' RESPONSE BY: S gall- Lo 2�s1 LOCATION ON PLANS/CALCS: `� DYob l' 1-, 9d COMMENTS: / PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANSICALCS: �rob)'sh 12d 9s9/ y COMMENTS: Se � urn i � ee��cl n PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: e PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: 01-0 b, 'sh / c q RUncml- C4" ENTS: ., , 16 COUOF BUTTE -DEPARTMENT OF DEVELOP& SERVICES OWNER'S STATEMENT OF USE - DETACHED AC -SS ORY BUILDING PN: ONE: BUILDING PMT. # r oo,'76 OWNER: �- °`� ; ICL,t 2P.11 PHONE: 50 —b 79 MAIL ADDRESS: Po Rox 46Ct4jo r C/lq 95-9 / y SITE ADDRESS: 9 D)-() &sS Pa < PROPOSED USE: (ter OF%T S i - PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE'OF THIS FORM. PRECEDE EACH COMMENT WITH RELATED QUESTION 0) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: Yes: No: 10. Is the structure foundation within T of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ✓ 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: . r CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? ;Yes'' ✓ No: No: 15. Yes: No: Yes: No: -- Yes: No_-� r✓ Yes: No: Yes: . `:No:✓ Yes: No:. Ax Yes: No: Yes: No: 10. Is the structure foundation within T of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ✓ 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: . r CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: t/ No: 16. Will this building have a water closetttoilet? Yes: No - 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: ✓ 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? i 0 0 ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: Lzq .a 1. W? • DATE: OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: Lzq .a 1. W? • DATE: December 12, 2000 Stewart and Heidi Lozensky P.O. Box 277 Bangor, Ca 95914 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 028-120-024 Building Permit Number: 00-2876 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment.in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: /Plans as submitted, are incomplete. Please provide floor plan of this structure which shows the exit door(s). Plans are to be dimensioned and drawn to scale at 1/4 inch per foot. Plans are to reflect the materials that will be used for exterior cover. Plastic film? Rigid plastic panels? Provide at least two elevation views of the structure detailing covering. Provide one additional set of engineered calculations. Only one set has been provided. Square footage has been incorrectly calculated for this structure. Fees are to be revised for correct square footage and this will be done upon review of the above items. Enclosed is a detached accessory building form. Please fill out in it's entirety and sign the back. Return with other plan check items. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II • The items identified below must,;be submitted .prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Fees to be revised upon resubmittal. 2. Awaiting clearance from Health Department. ,Sincerely, Martha Whitney Plans Examiner fi • f' a• PWPNE' Gdc.c re #&,D/ L . f•. ,� � "''DrSul55E� 1�EQMiT S ,g S Sc T Tu � h�oo L ADvrSEb #,Ew T*47' Z' tcJmcrca S! WtNTE .aDPy' OF �PECEr�% ,P-��tlA'itiL� ' r /F 54'E ?)€ PC -0 To 46ANno,J �_ — SEff W.vLL ?1/Scc/SS PC.-�/iT STS%US "5494AlD A,ut) "LlISE GuNtT� �,e�vEc� wiu. ,s � /� dAavn®�lE� o 0� SC+4ee14. F-EEs . • PAi a �,� ��lM [ G �t/�SE � r' y u W] ASSESSOR PARCEL #: OWNER'S NAME: rC � D oUSK i . FEES (Amount d Purpose): REVISED P CHECK: $ BALANCE OF -EES: $ ADDITIONAL FE REINSPECTION FEE: I SHERIFF FEE: II� CUA FEE: w $ TUA FEE: $ CSA 87 TRAFFIC FE $ 250 .00 WATER TENDE 'FEE: $ 200.00 THERM D AGE FEE. $ IF BALANCE OEES OR ADDITIONAL VALUA VALUATION: $ �61 7 T AD, ITIONAL VAL: $ �l r 4)-6 BATTALION # /Check One) COUNTYyCITY OF BIGGS heck One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: 5 �'%J4�41 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per BulldiRg) School District Dou I Ile W, "jo-n Building Department No. A.P. Number D ;Z 8' i --7O " Jurisdiction: City County Property Owner Property Location/Address 12 rohi (�2-C1�'o t ✓- Subdivision + ( I Lot No. r w t .............................._............................. .............................................. ......., Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ................................................................................................................ CommerciaVIndustriala R Sq. Footage 3 {� I• d,;, .. Addition � "�'/ (Including Exterior <� J��►�L 1. Roofed Areas) L�/ ��. '23 01 Building Department Repyesintative ) ��..// . (Floor Plans reviewed by School District District Identification No. 010077 Okpyl, I I -c., LWrx,-4 S6hool District certifies that f Address) has complied with the requirements of Resolution No. representing. dam, V�� square feet. r School District Representative Paid by Check A N r 1 Remarks: ( Date 01 , (Applicant) I - /9,9, (Phone Number) (State) (Zip Code) by payment of $ r AB 2926� $ FULL MITIGATIO $ ' Date - Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm �' . ? (� �JO � ��W COUN'T'Y OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED 1 STEWART & HEIDI LOZENSKY PO BOX 2777 BANGOR, LOZE277 959142044 RETURN TO SENDER LOZENSKY 30245 449TH AVE VOLIN SD S7072-5703 RETURN TO SENDER x to wr 1601 77 01/09/02 ,nC � j \ / 4 4 Al \ �x \ \ g ' LAND OF NA'TUR,AL WEALTH AND BEAUTY k =� BUILDING DIVISION m. ��y a , ,t. J` •j', > , . DEPARTMENT OF DEVELOPMENT SERVICES -'� 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 January 7, 2002 Our records indicate that your building permit application has expired and was never issued. If you would like to retain the plans you submitted, you must pick them up at our office prior to January 22, 2002 or they will be destroyed (plans will not'be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. 1In C W JAN1 5 2002 8UTTECOLINTY PLANNING DIVISION i O a 15(goj0 Its Dae1 ------ ------ _' ----- Signature 'Alin ,elue^,tunon , £ Nvr i 4189H INUOWUuoainu= ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO,' CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Heidi. Lozenski < _Conley->-- DAT onley_>__DAT E ll' -07-2000 JOB NUMBER : 12960-0 CONTENTS Ranger 2000 : 30' x 4' 1. Basic Loads ( 2.5/20./ 0./80. C ) 2. Check Girt 3. Check Colum -Truss System 4. Check Foundation ( Piers FIGURES APPENDIX I WILDING DEPARTMEW OZe75_101 !' NOv 2 2 24�a Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.Mil1iken,#A.ONTARIO,Ca91761 lb 2.5 2 ft. Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1. BASIC LOADS 1.1. Dead Load pDL- lb 2.5 2 ft. 1.2. Live Load PLL = 20. lb LL =p f.t2 1.3. Wind Load qs = 16.40 lb2 - 80. MPH ® ft. C = 1.06 - Exposure C From Table No. 16-G Of UBC 1997 e cv, ( Average Height Of The.Building 10. ft.90 ) As.Allowed Per Sec.1624. Of UBC 1997 For Agricultural Bldg .l 3� e. 8 F p = 3 q >_ 10 lb C I = 13.03 psf S 4 wL [ 4 s 2 , e ft For Actual Cq Values See Thru-Out Calculations ! 1.4. Seismic Load Seismic Zone 4 ' Ca = 0.44 Na = 0.57 - As Given In Table 16-Q Of UBC 1997 Na'= 1.3 - As Given In Table 16-S Of UBC 1997 Page Number : 3 Designed By: Z.J.S.ENGINEERING SERVICES.INC. Job # 12960-0 b = 4.0 350 S.Milliken,#A.ONTARIO,Ca91761 - Spacing Of The Beam Janos Boros P.E. PHONE -(909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 2 . CHECK G IRTS 2.1.1. Wall Girts @ 4'-0" Max. Spacing (Less than 4'-0" is OK) Use: 1.6" x 0.4 x 18 GA. or Equivalent As Wall Girts For Section Properties See APPENDIX Simple Span Condition E = 29. 103 ksi.--- Modulus Of Elasticity Of Steel Fy = 55.00 ksi.- Minimum Yield Stress w - Uniform Load R - End Beam Reaction M - Max. Moment MAX. S - Section Modulus e = 6.00 ft. - Max. Span Between Two Supports ( Actual : 4 ft Only ) b = 4.0 ft. - Spacing Of The Beam w Cq = 1.3 NCTAOP wCq p b = 67,.8 lb' 1,1LWL ft. w 42 M = DL+WL = 3.66 kip -in. DL+WL 8 M SaQ. 1.33+WL - 0.092 in < S = 0.10 in OK Fb TWind Page Number : 4 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 3. CHECK COLUMN - TRUSS SYSTEM For The Full Set Of Computer Calculation Refer To APPENDIX A E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 55.00 ksi. - Minimum Yield Stress t = 4.0 ft. - Spacing Of The Truss Fa - Allowable Average Compression Stress Under Concentric Loading - - - Fb - Allowable Maximum Compression Stress On Extreme Fibers Of Laterally Unsupported Straight Flexular Members 3.1. Primary_Load Cases 3.1.1. Dead Load WDL= pD S E = 0.83--:= in. 3.1.2. Live Load(Max) wLL pLLe = 6.67 lb. in. 3.1.3. Wind Load PWL Cq pwL I ROOF (varies due to slope along arch) Page Number : 5 Designed By: Z.J.S.ENGINEERING SERVICES.INC. Job # 12960-0 350 S.M111iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 3.2. Check Arch Top Chord Use: 3" x 1.75" x 18 GA Hat Section See APPENDIX For Section Properties A = 0.47 in.2 [ Area ] S = 0.36 in.3 [ Section Modulus ] r = 0.99 in. [ Radius Of Gyration ] k = 0.8 3'.2.1. Dead Load + Live Load See APPENDIX A For Maximum Stress Maximum Stress - Compression [ fa ] :-2755.000 Maximum Bending Moment [ M ] :6109.000 Allowable Stress For Bending MA = 12.10 kip -in ( APPENDIX ) Allowable Stress For Compression `E = 75.0 in. [ Unsupported Length Of The Member ] k 2 =76. < 200 r k e = 76. > Fa = 19.8 ksi r fa M Compression Stress = — + Fa MA 3.2.2. Dead Load + Wind Load See APPENDIX A For Maximum Stress Maximum Stress - Tension Maximum Bending Moment Allowable Stress For Bending 1.33 MA = 14.7 kip ( APPENDIX ) Allowable Stress For Tension Ft = 1.33 ( 0.6 F ) = 42.9 ksi Y = 0.69 < 1.0 OK [ ft ] :899.000 [ M ] :5806.000 ft M Combined Stress = — + = 0.42 <.1.0 OK Ft 1.33 MA Page Number : 6 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.M.illiken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski.< Conley > Description: Ranger 2000 : 30' x 4' 3.3. Check Arch Bottom Chord Use: 1-5/8"dia x 0.055 P.Bottom Chord A = 0.27 in.2 [ Area S = 0.10 in.3 [ Section Modulus r = 0.55 in. [ Radius Of Gyration k = 0.8 3.3.1. Dead Load + Live Load See Appendix A for Maximum Stresses: Maximum Stress - Tension ( ft ] :1636.000 Maximum Bending Moment [ M ] :70.000 Allowable Stress For Bending Fb = 0.6 F = 30.0 ksi Y Allowable Stress For Tension Ft = 0.6 F = 30.0 ksi Y ft Combined Stress = — = 0.05 < 1.0 OK Ft 3.3.2. Dead Load .+ Wind Load See Appendix A for Maximum Stress Maximum Stress - Compression [ fa ] :-613.000 Maximum Bending Moment [ M ] :16.000 Allowable Stress For Compression e = 132.0 in. [ Unsupported Length Of The Member ] k e =192. < 200 r k E =192. > Fa = 4.05 ksi r fa Compression Stress = — = 0.15 < 1.0 OK Fa Page Number 7 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 3.4. Check Arch Upright Use: 1 5/8" Dia. x .055" Wall A = 0.27 in.2 [ Area S = 0.10 in.3 [ Section Modulus r = 0.55 in. [ Radius Of Gyration k = 1.0 3.4.1. Dead Load + Live Load See Appendix A for'Maximum Stress Maximum Stress - Tension [ ft ] :4.000 Maximum Stress - Compression [ fa ] :0.000 Allowable Stress For Tension Ft = 0.6 F = 30.0 ksi Y ft Tension Stress — = 0.01 < 1.,0 OK Ft 3.4.2. Dead Load + Wind Load See Appendix A for Maximum Stress Maximum Stress - Tension [ ft ] :0.,000 Maximum Stress -Compression [ fa ] :-1.000 Allowable Stress For Compression E = 73.0 in. [ Unsupported Length Of The Member k t =133. < 200 r k t =133. > Fa = 8.44 ksi r fa Compression Stress = — = 0.01 < 1.0 OK Fa l Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.M.illiken,#A.ONTARI0,Ca91761 . Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 3.5. Check Column Use: 3" x 1.75" x 13 Ga Hat or Equivalent as Column A = 0.86 in.2 ( Area ] S = 0.65 in.3 [ Section Modulus ] r = 0.95 in. ( Radius Of Gyration ] k - = 2.1 3.5.1. Dead Load + Live Load See Appendix A for For Maximum Stress Maximum Stress - Compression [ fa ] :-1684.000 Maximum Bending Moment [ M ] :12510.000 Allowable Stress For Bending Fb = 0.6 F = 33.0 ksi Y Allowable Stress For Compression 2 = 48.0 in. [ Unsupported Length Of The Member ] k t 106 < 200 r k t = 106 > Fa = 13.29 ksi r M fa S--] Combined Stress = — + = 0.71 < 1.0 OK Fa Fb 3.5.2. Dead Load + Wind Load See Appendix A for Maximum Stress Maximum Stress - Tension [ ft ] :380.000 Maximum Bending Moment [ M ] :8226.000 Allowable Stress For Bending Fb = 1.33 ( 0.6 F ) = 43.8 ksi Y Allowable Stress For Tension Ft = 1.33 ( 0.6 F ) = 43.8 ksi Y M ft S Combined Stress = + = 0.30 < 1.0 OK Ft Fb ' Y Page Number 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 A' Ft 350 S.M.illiken,#A.ONTARIO,Ca91761 ' Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 4. CHECK FOUNDATION 1000. Lb Ps [ Min. Soil Pressure At 1-0" ] Ft Lb _ [ . 150. Lb Specific Weight Of Concrete ] c Ft p. 100. Lb [ Min. Lateral,Bearing Pressure ] L - Ft2 Lb - - ---- --_- p = 130. [ Min. Lateral Sliding Resistance ] F Ft2 4.1 @ Pipe Support Use 1'-6" Diam. x 3'-9" Deep Concrete Footing Or Equal D = 3.75 Ft [ Depth Of The Footing ] r = 0.75 Ft [ Radius Of The Footing ] A = r2 n = 1.77 Ft.2 [ Area Of The Bottom Of The Footing ] 4.1.1. Vertical Down P = 1.41 kip '. See Appendix A VERT. DOWN p VERT. . p = 1000 Lb > DOWN = 797 Lb OK s Ft A' Ft 4.1.2. Vertical Up P = 0.33 kips See APPENDIX A VERT. UP PWEIGTH A D = 1.88 kip FOOTING c Safety = 2 Stress Increase Due To Wind 1.33' p S PFRICT. ( ) (2 r n) D = 4.40 kip 2 6 P + P FRICT. WEIGTH Safety = FOOTING = 19.0 OK I� P VERT. UP Page Number : 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job ,# 12960-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi'Lozenski < Conley > Description: Ranger 2000 : 30' x 4' T Check For Lateral Load r Use 1'-6" Dia. x Y-9" Deep Round Footing b = 1.5 ft - Diameter Of The Footing d = 3.75 ft - Depth Of The Footing Footnote #3 Depth Of The__Pile Table 18 -I -A S3 = 1.33 (2) (100 psf ) ( 3.75) = 998. psf �- Per UBC S3 S1 = — = 333 psf 3 Page 17 MAX 19.8 kip -in P = — _ = 229. lb - Applied Lateral Force In Pounds h 7.2 ft h = 7.2 ft - Distance In Feet From Ground Surface To Point Of Application Of "P" f' = 2500 psf - Specified Compressive Strength Of Concrete ft - Allowable Tensile Strength Of Concrete Without Reinforcement S - Section Modulus Of Footing A = 2.34 P S b i 1= 3.75 f t> 2 1+ 1+ !-3 6 h = 3.49 f t OK S= nb3 32 ft= 1.6 ✓ fC = 80 psi < P S h = 34. psi OK ' Page Number 1.1 Designed By:' Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' as a �3.0 3 Q/Z 2I tl l� 1 Figures X19 1T y 16 7 21 18 _ 19 1 z�12 13 13 1� I l 19 Figure 1.0 Page Number : 12 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 2 350 S.M_illiken,#A.ONTARIO,Ca91761 48.00000 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' APPENDIX A M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 11/01/1996 14:39:07 Input data file 6934_2.INP Output data file WORKOUT SIZE OF THE STRUCTURE Number of nodes Number of materials Number of beams Number of beam end releases Number of plates Number of fasteners Number of primary loadcases Number of superposition loadcases Number of restrained degrees of freedom NODE COORDINATES Node Coordinate X Coordinate Y 1 0.00000 0.00000 2 0.00000 48.00000 3 12.00000 72.00000 4 28.00000 87.00000 5 42.00000 99.00000 6 90.00000 99.00000 7 135.00000 99.00000 8 180.00000 99.00000 9 225.00000 99.00000 10 270.00000 99.00000 11 318.00000 99.00000 12 332.00000 87.00000 13 348.00000 72.00000 14 360.00000 48.00000 15 360.00000 0.00000 16 270.00000 137.00000 17 225.00000 161.00000 18 180.00000 172.00000 19 135.00000 161.00000 20 90.00000 137.00000 .20--- 4 21 4 0 0 3 2 6 A9°AqVa/ _ _ A Page Number : 13 Designed By: Z.J.S.ENGINEERING`SERVICES INC. Job # 12960-0 Specific weight 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 29000000. 0.300000 .0.000 2 29000000. 0.300000 0.000 3 29000000. 0.300000 0.000 4 29000000. 0.300000 0.000 - BEAM DATA.---_ Beam I J Length Area M. Inertia Material 1 2 1 48.000 0.8600 1.03000 3"x 1.75" x 13 GA Columns 2 3 2 26.833 0.8600 1.03000 3"x 1.75" x 13 GA Columns 3 4 3 21.932 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 4 5 4 18.439 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 5 5 6 48.000 0.2700 0.08000 1 5/8"Diam.x0.055 Pipe ch 6 6 7 45.000 0.2700 0.08000 1 5/8"Diam.x0.055 Pipe ch 7 7 8 45.000 0.2700 0.08000 1 5/8"Diam.xO.055 Pipe ch 8 8 9 45.000 0.2700 0.08000 1 5/8"Diam.x0.055 Pipe ch 9 9 10 45.000 0.2700 0.08000 1 5/8"Diam.x0.055 Pipe ch 10 10 11 48.000 0.2700 0.08000 1 5/8"Diam.xO.055 Pipe ch 11 11 12 18.439 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 12 12 13 21.932 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 13 13 14 26.833 0.8600 1.03000 3"x 1.75" x 13 GA Columns 14 14 15 48.000 0.8600 1.03000 3"x 1.75" x 13 GA Columns 15 16 11 61.221 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 16 17 16 51.000 0.4700 0.59000 3"x,1.75" x 18 GA Arch tc 17 18 17 46.325 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 18 19 18 46.325 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 19 20 19 51.000 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 20 20 5 61.221 0.4700 0.59000 3"x 1.75" x 18 GA Arch tc 21 8 18 73.000 0.2700 0.08000 1 5/8"Diam.x0.055 Pipe up PRIMARY LOADCASES Loadcase name DEAD LOAD Loadcase number 1 Number of loaded nodes 0 Number of loaded beams 12 Number of loaded plates 0 Gravity loads factor 0.00000 Page Number : 14 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 axis 350 S.Milliken,#A.ONTARIO,Ca91761 Global Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' BEAM LOADS Beam Loading direction 2 Global Y axis 3 Global Y axis 4 Global Y axis 20 Global Y axis 19 Global Y axis -18 --Global Y axis 17 Global Y axis 16 Global Y axis 15 Global Y axis 11 Global Y axis 12 Global. Y axis 13 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction End Distributed Loads -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 70.83000 -0.83000 -0.83000 -0.83000 - .-0.83000 _ - __-0...83000.__ -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 -0.83000 LIVE LOAD 2 0 12 0 0.00000 End Distributed Loads 2 Global Y axis -4.00000 -4.00000 3 Global Y axis -5.30000 -5.30000 ' 4 Global Y axis -5.30000 -5.30000 20 Global Y axis -5.30000 -5.30000 19 Global Y axis -5.30000 -5.30000 18 Global Y axis -6.67000 -6.67000 17 Global Y axis -6.67000 -6.67000 16 Global Y axis -5.30000 -5.30000 ' 15 Global Y axis -5.30000 -5.30000 11 Global Y axis -5.30000 -5.30000 12 Global Y axis -5.30000 -5.30000 13 Global Y axis -4.00000 -4.00000 Loadcase name WIND LOAD Loadcase number 3 Number of loaded nodes 0 Number of loaded beams 14 Number of loaded plates 0 Gravity loads factor 0.00000 Page Number : 15 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 axis 350 S.Milliken,#A.ONTARIO,Ca91761 Local Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' BEAM LOADS Beam Loading direction 1 Local Y axis 2 Local Y axis 3 Local Y axis 4 Local Y axis -20 Local Y axis 19---- Local Y .axis..___ _ 18 Local Y axis 17 Local Y axis 16 Local Y axis 15 Local Y axis 11 Local Y axis 12 Local Y axis 13 Local Y axis 14 Local Y axis End Distributed Loads 3.48000 3.48000 3.05000 3.05000 1.74000 1.74000 1.74000 1.74000 1.74000 1.74000 3.92000 3.92000 3.92000 3.92000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 3.05000 2.18000 2.18000 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND -LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X axis 0.00000 1 Translation along Y axis 0.00000 1 Rotation about Z axis 0.00000 15 Translation along X axis 0.00000 15 Translation along Y axis 0.00000 15 Rotation about Z axis 0'.00000 Page Number : 16 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 Load At The 350 S.Milliken,#A.ONTARIO,Ca91761 Member Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 30' x 4' RESULTS FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At. The .Ends_Of, _The_ Member Beam I J PX1 SX1 PX2 SX2 1 2 1 -1412. -1642. -1412. -1642. 2 3 2 -1449. -1684. -1564. -1819. 3 4 3 -1277. -2716. -1369. -2912. 4 5 4 -1185. -2522. -1259. -2678. 5 5 6 442. 1636. 442. 1636. 6 6 7 442. 1636. 442. 1636. 7 7 8 442. 1636. 442. 1636. 8 8 9 442. 1636: 442. 1636. 9 9 10 442. 1636. 442. 1636. 10 10 11 442. 1636. 442. 1636. 11 11 12 -1185. -2522. -1259. -2678. 12 12 13 -1277. -2716. -1369. -2912. 13 13 14 -1449. -1684. -1564. -1819. 14 14 15 -1412. -1642. -1412. -1642. 15 16 11 -1284. -2733. -1517. -3228. 16 17 16 -1148. -2442. -1295. -2755. 17 18 17 -1083. -2305. -1166. -2481. 18 19 18 -1166. -2481. -1083. -2305. 19 20 19 -1295. -2755. -1148. -2442. 20 20 5 -1284. -2733. -1517. -3228. 21 8 18 1. 4. 1. 4. Beam I J SH1 SH2 BM1 BM2 1 2 1 673. 673. 12510. -19815. 2 3 2 29. -29. 12501. 12510. 3 4 3 -377. -475. 3153. 12501. 4 5 4 -348. -434. -4052. 3153. 5 5 6 1. 1. 0. -24. 6 6 7 1. 1. -24. -47. 7 7 8 1. 1. -47. -70. 8 8 9 -1. -1. -70. -47. 9 9 10 -1. -1. -47. -24. 10 10 11 -1. -1. -24. 0. 11 11 12 348. 434. 4052. -3153. 12 12 13 377. 475. -3153. -12501. Page Number : 17 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 -12501. 350 S.Milliken,#A.ONTARIO;Ca91761 Janos Boros P.E. PHONE (909) 974=4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' 13 13 14 -29. 29. -12501. -12510. 14 14 15 -673. -673. -12510.. 19815. 15 16 11 -174. 120. 2390. 4052. 16 17 16 -218. 58. -1683. 2390. 17 18 17 -264. 73. -6109. -1683. 18 19 18 -73. 264. -1683. -6109. 19 20 19 -58. 218. 2390. -1683. 20 20 5 174. -120. -2390. -4052. 21 8 18 0. 0. 0. 0. Type of beam :1 5/8"Diam.xO.055 Pipe up Maximum Stress - Tension [ ft ] 4. At Beam 21 Type of beam :1 5/8"Diam.x0.055 Pipe ch Maximum Stress - Tension [ ft ] 1636. At Beam 5 Maximum Bending Moment [ M ] -70. At Beam 8 Type of beam :3"x 1.75" x 18 GA Arch tc Maximum Stress - Compression [ fa ] -2755. At Beam 19 Maximum Bending Moment [ M ] -6109. At Beam 17 Type of beam :3"x 1.75" x 13 GA Columns Maximum Stress - Compression [ fa ] -1684. At Beam 2 Maximum Bending Moment [ M ] 12510. At Beam 1 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 673. Reaction 1412. Reaction .-19815. 15 -673. Reaction 1412. Reaction 19815. RESULTS FOR LOADCASE 5 : DEAD LOAD --=----------------------------------------------------------------------- -------------------------------------------------------------------------- ----------------- + WIND LOAD BEAM LOADS AND STRESSES ------------------------ PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 SX2 1 2 1 28. 33. 28. 33. 2 3 2 187. .217. 167. 194. 3 4 3 249. 530. 237. 504. 4 .5 4 261. 556. 251. 535. Page Number : 18 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 -165. 350 S.Milliken,#A.ONTARIO,Ca91761 6 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30"x 4' 5 5 6 -165. -613. 6 6 7 -165. -613. 7 7 8 -165. -613. 8 8 9 -165. -613. 9 9 10 -165. -613. 10 10 11 -165. -613. 11 11 12 199. 424. 12 12 13 198. 422. . 13 - -13 14 262. 305. 14 14 15 _ _ _ 326.._ _ _ _ . -.380, 15 16 11 354. 753. 16 17 16 382. 813. 17 18 17 412. 876. 18 19 18 419. 892. 19 20 19 405. 862. 20 20 5 422. 899. 21 8 18 0. -1. Beam I J SH1 SH2 1 2 1 -316. -483. 2 3 2 -178. -270. 3 4 3 -51. -103. 4 5 4 4. -40. 5 5 6 0. 0. 6 6 7 0. 0. 7 7 8 0. 0. 8 8 9 0. 0. 9 9 10 0. 0. 10 10 11 0. 0. 11 11 12 -164. -209. 12 12 13 -200. -254. 13 13 14 -174. -245. 14 14 15 -111. -216. 15 16 11 78. -69. 16 17 16 132. 13. 17 18 17 137. 33. 18 19 18 76. -68. 19 20 19 132. -30. 20 20 5 58. -89. 21 8 18 0. 0. Type of beam :1 5/8"Diam.x0.055 Pipe up, Maximum Stress - Compression [ fa ] Type of beam :1 5/8"Diam.x0.055•Pipe ch Maximum Stress - Compression [ fa ] Maximum Bending Moment [ M ] -165. -613. -165. -613. -165. -613. -165. -613. -165._ -613. -165. -613. 189. 402. 186. 395. 242. 282. 326. 380. 322. - 686. 362. 770. 403. 857. 429. 912. 425. 905. 391. 831. 0. -1. BM1 BM2 4136. 23320. -1881. 4136. -3566. -1881. -3900. -3566. 0. 6. 6. 11. 11. 16. 16. 11. .11. 6. 6. 0. -5806. -2370. -2370. 2606. 2606. 8226. 8226. 16073. -5538. -5806. -1845. -5538. 2084. -1845. 2255. 2084. 4852. 2255. -4852. -3900. 0. 0. -1. At Beam 21 -613. At Beam 5 16. At Beam 8 Page Number : 19. Designed By: -Z.`J.S.ENGINEERING SERVICES INC. Job # 12960-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' Type of beam :3"x 1.75" x 18 GA Arch tc Maximum.Stress - Tension [ ft ] 899. At Beam Maximum Bending Moment [ M ] -5806. At Beam Type of beam :3"x 1.75" x 13 GA Columns Maximum Stress - Tension [ ft ] 380. At Beam Maximum,Bending Moment [ M ] 8226. At Beam NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ - 1 -483. Reaction -28. Reaction 23320. 15 -216. Reaction -326. Reaction 16073. , 20 11 14 14 Page Number : 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 . LY 350 S.Mil1iken,#A.ONTARIO,Ca91761 (1986 AISI, 55.0 KSI STEEL; IX FOR Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' Appendix Section Properities For 1.6 IN HAT X 18 GA LY LY2 (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) 0.0250 DEPTH = 1.6000 IN 0.0003 THICKNESS = 0.0500 IN BOTTOM FLANGE = 0.5000 IN 0.0002 TOP FLANGE _ 0.6500 IN WEB ANGLE- = 75.0000 IN 0.9620 INSIDE RADIUS = 0.0600 IN -- BOTTOMLIP-- = 0.5000._IN __._..___ 0.2682 BOTTOM LIP ANGLE = 90.0000 DEG X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION 0.0000 TOP WEB CORNER TOP IN COMPRESSION 0.1727 0.2682 0.0000 L Y LY LY2 IO 0.2640 BOTTOM FLANGE 0.4233.... 0.0250.... 0.0106.... 0.0003 0.0000 0.0000 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 0.5282 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 TOP FLANGE 0.4965 1.5750 0.7820 1.2317 0.0000 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 BOTTOM FLANGE 0.4233 0.0250 0.0106 0.0003 0.0000 SUM 4.7942 3.5641 3.6931 0.5282 `YBAR = 0.7434 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION TOP IN COMPRESSION L Y. LY LY2 IO BOTTOM FLANGE 0.4233 0.0250 0.0003 0.0003 0.0000 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 TOP FLANGE 0.4965 1.5750 0.7820 1.2317 0.0000 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0.002 0.0000 BOTTOM FLANGE 0.4233 0.0250....0.0106.. 0.0003....0.0000 SUM 4.7942 3.5416 3.6931 0.5282 YBAR = 0.7434 IN Page Number : 21 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 - LOAD DETERMINATION 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' Appendix X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM FLANGE 0.4233 0.0250 0.0106 0.0003 0.0000 __.___BOTTOM. WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 TOP FLANGE 0.4965 1.5750 0.7820 1.2317 0.0000 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 BOTTOM FLANGE 0.4233 0.0250 0.0106 0.0003 0.0000 SUM 4.7942 3.5641 3.6931 0.5282 YBAR = 0.7434 X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION'DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM FLANGE 0.4233 0.0250 0.0106 0.0003 0.0000 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 TOP WEB CORNER 0.' 1112 1.5527 0.1727 0.2682 0.0000 TOP FLANGE 0.4965 1.5750 0.7820 1.2317 0.0000 TOP WEB CORNER 0.1112 1.5527 0.1727 0.2682 0.0000 FULL WEB OR WEB B1 1.5031 0.8000 1.2025 0.9620 0.2640 BOTTOM WEB CORNER 0.1112 0.0473 0.0053 0.0002 0.0000 BOTTOM FLANGE 0.4233 0.0250 0.0106 0.0003 0.0000 SUM 4.7942 3.5641 3.6931 0.5282 YBAR = 0.7434 IN Page Number : 22 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 LX 350 S.Milliken,#A.ONTARIO,Ca91761 IO Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' • x 4' APPENDIX Y -Y AXIS PROPERTIES (GROSS SECTION) XBAR = 0.0000 IN •••••••••••••�r+r�+r���a��rwr���rr�r�����e�r���+►srr�+r�.r�rr���rr�+��►►r+�r�rrr�r L X LX LX2 IO BOTTOM FLANGE 0.4233...-1.0175 -0.4307 0.4382 0.0063 BOTTOM WEB CORNER 0.1112 -0.7578 -0.0843 0.0639 0.0001 FULL WEB OR WEB B1 1.5031 -0.5396 -0.8110 0.4376 0.0190 TOP WEB_ CORNER . ___ _-_ 0.. 1112 ._ -0.2964 -0.0330 0.0098 0.0001 TOP FLANGE 0.4965 0.0000 0.0000 0.0000 0.0102 TOP WEB CORNER 0.1112 0.2964 0.0330 0.0098 0.0001 FULL WEB OR WEB B1 1.5031 0.5396 0.8110 0.4376 0.0190 BOTTOM WEB CORNER 0.1112 0.7578 0.0843 0.0639 0.0001 BOTTOM FLANGE 0.4233 1.0175 0.4307 0.4382 0.0063 SUM 4.7942 0.1057 0.0000 1.8989 0.0611 XBAR = 0.0000 IN •••••••••••••�r+r�+r���a��rwr���rr�r�����e�r���+►srr�+r�.r�rr���rr�+��►►r+�r�rrr�r * Section Properities For 1.6 IN HAT X 18 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) • DEPTH = 1.6000 IN THICKNESS = 0.0500 IN • BOTTOM FLANGE = 0.5000 IN TOP FLANGE. = 0.6500 IN • WEB ANGLE = 75.000 DEG INSIDE RADIUS = 0.0600 IN • BOTTOM LIP = 0.0000 IN BOTTOM LIP ANGLE = 90.000 DEG • • • IXTC = 0.0786 IN4 SXTC = 0.0917 IN3 MATC = 3.02 KIP -IN • • IXBC = 0.0786 IN4 SXBC = 0.1057 IN3 MABC = 5.48 KIP -IN • • • • IY = 0.0980 IN4 SY = 0.0781 RY = 0.6394 IN • • • AREA = 0.2397 IN2 WT = 0.8150 PLF AEFF = 0.2397 IN2 • • VA = 1.6534 KIP RX = 0.5726 IN J = 0.0002 IN4 • • • • BEARING LENGTH (IN) • • 1 2 3 4 • • ALLOW. END BEARING (KIPS) 0.7756 0.9049 1.0342 1.1634 • • ALLOW. INT. BEARING (KIPS) 2.0368 2.2869 2.5370 2.7871 • Page Number : 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 THICKNESS 350 S.Milliken,#A.ONTARIO,Ca91761 IN Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' APPENDIX C Section Properities For 3 IN HAT X 18 GA (1986 AISI, 50.0 KSI'STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 3.0000 IN THICKNESS = 0.0480 IN BOTTOM FLANGE = 0.8800 IN TOP FLANGE = 1.7500 IN WEB ANGLE = 90.0000 IN INSIDE RADIUS = 0.1000 -IN -BOTTOM LIP . = .. 0.5000 IN BOTTOM LIP ANGLE = 90.0000 DEG X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION TOP IN COMPRESSION _ BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB B1 TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB .OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM.LIP 6-M YBAR = 1.4001 IN L Y LY LY2 IO -0.3520....0.3240....0.1140....0.0369 BOTTOM LIP 0.3520 0.3240 0.0036 0.1947 0.0690 0.0134 0.0009 0.0003 0.5840 0.0240 0.0140 0.0003 0.0000 0.1947 0.0690 0.0134 0.0009 0.0003 2.7040 1.5000 4.0560 6.0840 1.6476 0.1947 2.9310 0.5708 1.6729 0.0003 1.4376 2.9760 4.2783 12.7322 0.0000 0.1947 2.9310 0.5708 1.6729 0.0003 2.7040 1.5000 4.0560 6.0840 1.6476 0.1947 0.0690 0.0134 0.0009 0.0003 0.5840 0.0240 0.0140 0.0003 0.0000 0.1947 0.0690 0.0134 0.0009 0.0003 0.3520 0.3240 0.1140 0.0369 0.0036 9.8861 0.0000 13.8147 28.3244 3.3041 X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION TOP IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 BOTTOM LIP CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1.6476 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 TOP FLANGE 1.4540 2.9760 4.3271 12.8775 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 FULL WEB OR WEB B1 2.7040 1.5000....4.0560.. 6.0840 .... 1.6476 BOTTOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 Page Number : 24 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 0.0134 350 S.Milliken,#A.ONTARIO,Ca91761 0.0003 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' x 4' BOTTOM LIP CORNER 0..1947 0.0690 0.0134 0.0009 0.0003 BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 SUM 9.9025 0.0000 13.8905 28.4696 3.3041 YBAR = 1.4027 IN 0.0003 2.7040 1.5000 4.0560 6.0840 X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION 1.6729 BOTTOM IN COMPRESSION 2.9760 4.3271 12.8775 0.0000 L Y LY LY2 IO BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 BOTTOM LIP CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1.6476 TOP WEB CORNER 0.1947 2.9310 0.5708 1.6729 0.0003 TOP FLANGE 1.4540 2.9760 4.3271 12.8775 0.0000 TOP WEB CORNER 0.1947 2.9310 0.5729 1.6729 0.0003 FULL WEB OR WEB B1 2.7040 1.5000 4.0560 6.0840 1.6476 BOTTOM WEB CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM FLANGE 0.5840 0.0240 0.0140 0.0003 0.0000 BOTTOM LIP CORNER 0.1947 0.0690 0.0134 0.0009 0.0003 BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 SUM 9.9025 YBAR = 1.4027 13.8905 28.4696 3.3041 X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB B1 TOP WEB CORNER TOP FLANGE TOP WEB CORNER FULL WEB OR WEB B1 BOTTOM WEB CORNER BOTTOM FLANGE BOTTOM LIP CORNER BOTTOM LIP 0.3520 0.3240 0.1140 0.0369 0.0036 0.1947 0.0690 0.0134 0.0009 0.0003 0.5840 0.0240 0.0140 0.0003 0.0000 0.1947 0.0690 0.0134 0.0009 0.0003 2.7040 1.5000 4.0560 6.0840 1.6476 0.1947 2.9310 0.5708 1.6729 0.0003 1.4540 2.9760 4.3271 12.8775 0.0000 0.1947 2.9310 0.5708 1.6729 0.0003 2.7040 1.5000 4.0560 6.0840 1.6476 0.1947 0.0690 0.0134 0.0009 0.0003 0.5840 0.0240 0.0140 0.0003 0.0000 0.1947 0.0690 0.0134 0.0009 0.0003 0.3520 0.3240 0.1140 0.0369 0.0036 9.9025 13.8905 28.4696 3.3041 Page Number : 25 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12960-0 LX 350 S.Milliken,#A.ONTARIO,Ca91761 I0 Janos Boros P.E. PHONE (909) 974-4150 Date 11-07-2000 Reference:Heidi Lozenski < Conley > Description: Ranger 2000 : 30' X,49 YBAR = 1.4027 IN Y -Y AXIS PROPERTIES (GROSS SECTION) XBAR = -0.0000 IN ��r��r+����+������+��r,�r�r��rr��rr�a►r�rr��+��+�n���r��+����►r�rr�+r��rr+���+��r����r+r rr L X LX LX2 I0 BOTTOM LIP 0.3520 -1.6831 -0.5924 0.9971 0.0000 BOTTOM_LIP CORNER 0.1947 -1.6379 -0.3190 0.5225 0.0003 BOTTOM FLANGE 0.5840 -1.2670 -0.7399 0.9375 0.0166 BOTTOM WEB CORNER 0.1947 -0.8961 -0.1745 0.1564 0.0003 FULL WEB OR WEB B1 2.7040 -0.8510 -2.3011 1.9582 0.0000 TOP WEB CORNER 0.1947 -0.8059 -0.1569 0.1265 0.0003 TOP FLANGE 1.4540 0.0000 0.0000 0.0000 0.2562 TOP WEB CORNER 0.1947 0.8059 0.1569 0.1265 0.0003 FULL WEB OR WEB B1 2.7040 0.8510 2.3011 1.9582 0.0000 BOTTOM WEB CORNER 0.1947 0.8961 0.1745 0.1564 0.0003 BOTTOM FLANGE 0.5840 1.2670 0.7399 0.9375 0.0166 BOTTOM LIP CORNER 0.1947 1.6379 0.3190 0.5225 0.0003 BOTTOM LIP 0.3520 1.6831 0.5924 0.9971 0.0000 SUM 9.9025 2 3 4 " -0.0000 9.3963 0.2911 XBAR = -0.0000 IN ��r��r+����+������+��r,�r�r��rr��rr�a►r�rr��+��+�n���r��+����►r�rr�+r��rr+���+��r����r+r rr " Section Properities For 3 IN HAT X 18 GA * (1986 AISI, 50.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) ' • DEPTH = 3.0000 IN THICKNESS = 0.0480 IN • BOTTOM FLANGE = 0.8800 IN TOP FLANGE = 1.7500 IN ' WEB ANGLE = 90.000 DEG INSIDE RADIUS = 0.1000 IN • BOTTOM LIP = 0.5000 IN BOTTOM LIP ANGLE = 90.000 DEG * IXTC = 0.5899 IN4 SXTC = 0.3675 IN3 MATC = 12.10 KIP -IN • IXBC'= 0.5899 IN4 SXBC = 0.4205 IN3 MABC = 13.85 KIP -IN " r � * IY = 0.4650 IN4 SY = 0.2724 RY = 0.9891 IN * AREA = 0.4753 IN2 WT = 1.6161 PLF AEFF = 0.4745 IN2 VA = 2.5771 KIP RX = 1.1140 IN J = 0.0004 IN4 * BEARING LENGTH (IN) " 1 2 3 4 " • ALLOW. END BEARING (KIPS) 0.6580 0.7715 0.8850 0.9984 ` * ALLOW. INT. BEARING (KIPS) 1.8850 2.1249 2.3648 2.6047 r�r���rr�r��«�+��+��r����r�rrr����rr�sr�+�r�r�w►���r+��r+►rr+rr+►r�rr��w������w.rrr�+r I A— • — 1 r RESIDENTIAL 28-12-24 2526-91B,P,E,M MATTINGLY, Robert 99 Drobish Rd, Bangor ++ _(new sf) r it .kS V r 'f t' I i to t � i I I i I " OFFICE COPY Address GAS Meter By Date AD I { E Met J Address GAS Meter By I Date t ELECTRt -Meter By D JOB FINALED (Date) © Z-- Signature Owner 44;_ , e X , I Permit No. ENERGY CERTIFICATION &VI,aoe LOCATION A. P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL THICKNESS EXTERIOR WALL MATERIAL FIBERGLASS THICKNESS Z ~ BRAND NAME THERMAL RES. BRAND NAME CERTAINTEED THERMAL RES. CEILING BATT OR BLANKET TYPE-FiberglasBRAND NAME CERTAINTEED d THICKNESS jTHERMAL RES. D LOOSE FILLTYPE INSUL-SAFE IIIBRAND NAME CERTAINTEED THICKNESS" THERMAL RES. 3 Q FLOOR,ELEVATED MATERIAL FIBER LASS THICKNESS ,2 " -FLOOR , SLAB --- MATERIAL THICKNESS WIDTH FOUNDATION WALL BRAND NAME CERTAINTEED THERMAL RES. / BRAND NAME - THERMAL RES. _-- MATERIAL BRAND NAME THICKNESS THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS INDUSTRIES INC. #622184 FI ONI OW TECONTR. LICENSE NO. �//y 9.2 I her t y he above insulation and all required items as shown on the Building Depart. approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of Calif. -------------------------------- ------------------------------- FIRM NAME/OWNER (PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. NATURE OF GENERAL CONTRACTOR OWNER DATE --This certificate must be on file with the BUILDING DEPARTMENT .prior_.to~.,_,,- '.:�__. -final inspection -approval and a copy __shall_be posted :within„the mbui; ' _.. _. _ - _ .. , .c. _ =aaw... L"SJ•:�s sties -JANUARY 1984 7'rly J=OK O = Not OK Not =Not headyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) _ 1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. J / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance !' i 1r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements `�+.• 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector , ti 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Corinector^� 4 6. Water; MH Test -Regulator -Connector . 7. Water and Sewer Connected -C/O to Grade -HD Approval' 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 ti MISCELLANEOUS • r Date DECKS, COVERS, CARPORTS, GARAGES, (PlAns)OK except #s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh ) 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements - 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed -7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval \. , �: k I , 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1. J=OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duolex) , Date UNDERFLOOR (Plans) OK except H's 1. Z ng -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ tg. Depth 3. Ftg., rage; Soils-Steel-Elec. Grnd. Ftg. Depth/U 9,,rches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped L&Ifernwalls, Garage; Steel-Blockouts-Wrapped -tea.-Hold Downs and Special Anchors Steel-Wrapped Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. s Pipe; Size -Anchors - yard gas piping: size -test , ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 118.Pienums & Ducts; Clearance -Material -Support -Ins. trders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/ •-Ward B-1a/Date Card B-1 Date/ Card B -t ate Card B-1 Date PLUMBIN (Permit),OK except ti's -- - 16._Ws r Htr.: Vent -Access -Combustion Air -Baffle - - - ter Pipe: Test & Anchor -Nail Protection VLV D.W.V.; Test -Fittings & Anchor -Nail Protection — ---19. Shower Pan: Test, First Floor -Tub Access --------- ----- 20. Test -Tub & - --Shower, Second Floor -Tub Access ------------------------- ----------------- 21. Gas Pipe: Size & Anchors Date - --- and B-1; Date -- Card B 1 -- - — - - - - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ----------------------- ------- ----------- ----- —--------- -- 23. lec. Receptacles Spacing -Lights & Switches at Doors _ - 24. Size Boxes & No. of Conductors -Stapled -------------------------- ------------- Romex-Installed Close to Edge of Studs & C.J. ----------------- - i 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------- --- ------------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size ! ga. _ Cu or Al 29. Range Circ /(71ga. C or Al;,Oven Circ. / / ga. Cu or Al. Insulated Neutral eYes- --- 0 No ----------------- 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip Clearances Panels-Motors-Mech. Equip ------------- -------------------------------------------- --------- - - lothes Light_ hoer Light _Spa Light ----- --- ---_Closet_ov----------- - ---- -- - -- moke Detector ----------- --------------------- -------------------------------------------- ----------------------- Date and B-1 Date Card B_1 ------- -- ------- ---------------------------------- V-2 and B-1 Date Card B-1 Date ME ANJ.CAL (Permit) OK except a's A .Ducts Insulation & Support en, Fan: Exhaust above insulation ----------- ------------------------------------------------------------- - -X Con ensa Drain & Overflow: Size & Grade -------- 3-Vent:F Hance Access -Comb Air -Return Air Vent -115 outlet - - - - - ----------------------------------------- - Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- ------------------------------- --- - --- --- --------------------------------- ---- - Date Card B-1 Date - Card -B-1 ---------------------------------- - - ---- Date Card B-1 Date Card B-1 Date FRA G (Plans) OK except n's /SJ'Je�Proper Material & Anchors __ ---- ----X Is Studs -Na ling Spacing & Bracing -Plates -Sound -- - - ------ --z-I---------------------------- ---- ------------- W. Bear ng Walls over Girders & Floor Nailing ---- - ��egaders n Walls (rat ------------------------------------------- Furred Ceilings-Stairs_Chase Tu eam-Size & Bearing Date FRAMING (Continued) ngers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 4 F' eplace Ties or Type A Flue -Fireplace Throat clearance �- T-- /�l� tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles +-�----' rm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing roperty Line Firewall & Openings xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits Sl irs: Width -Headroom -Rise -Run -Landing -Fire Protection --- - --- ywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -Drip Screed -Fd. Vents-Underflr. Access -- zing Area -Glass Protection -Skylights -Plastic S`hear Walls; Nailing -Bolts t---59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows w/ Date / h�Card B-1 _ Dat % rd B-1 Date rd B-1 Date Card B-1 Date FINA Plans) O except ft's 1. Ext. Steps -Door & Sidelight Protection -Landings moke Detector ,'i3rP race: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor;Ducts-Mech. Protection ------------------- ---------------- ,a4-8€droom Exiting . --------------------- Bath Fixtures & Tub Access -Spa ----------- -. Stat 68. Fire ------------- ------- -------- Ki . Trim &-$-ITP-anel: Breaker Sizes & Labels Stove: Clearances -Hearth Outle t Wood Panel: Int. & Ext. & Appliance: Grnd.-Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter t Garage F' a Door Swing -Landing -Closer - --------------------------- - -- uct in Garage -Damper - ----- ------------------------- -- Etr. Htr.- ts-Clearance-Comb. Air-Connector-P.R.V. EIn arage: Above Floor-Mech. Protection 7&.-Pf=Iec. & Mech. Equip. Listed for Location ------------ ----------- y . ylec. Ree cies in Garage: (G.F.I.)-Romex Protection .I on -Foam -Looked in Attic C1 Yes Construction -Post Caps 7 do Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes -- -- -- --- - ------ - — ollowmg mstld. Drive ❑ Yes NL"T o; Walks 0 Yes 0 No; Planters [1 -Yes 0 No _ -- - e--$Meserewn- Finish ------ — ---------- - --------- Unit: Disconnect. Electrical, Plumbing - --- - - ------------ --- 88Above Roof: Plbg.-Appliance-Fireplace.-Clearance to - Openings -- 81Lter Well; Disconnect, Electrical, Plumbing erior Elec. Trim: G.F.I. Receptacle -Underground - - ------------------------- ------ co-Ventoation Throughout House - ----------------- ' lass Protection -- - - - - -- -- - ---------------- - - ---- ------------------------- Corrections from Previous Inspections ---------------- -- firm--------------coons--------- Gas Test -Meters Tagged; Gas -Electric ------------ HQ- N er over Connected -C/O to Grade -HD Approval 9rY nergy Compliance -Certificate. Other Certificates — - Dat --72 Card B- Date Card B-1 -- �O------- - - Date rd B-1 Date Card B-1 Date/7 �s ^9ard 8 1 Date Card B-1 Comments at Final .s . r -K ....n./��--..�+.r-- _ :.t'�' t.�.5,r. - r"� � _. � yam• •- <*�: ,,. - .. .. .. • t - y ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE el 26 - PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertainin tional explanation, please cocltact this office immediatel I ) V`1l0j FA iiii 11 15 1 q o S ,s4x.4- &N ©u✓ 62"A.►.s�� Anna a—./el— ryL_ Date 5 7lnspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 t CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 114 — " Z.Inspector REV 11/81 -sem"""•---SSC _ _ . j.... . _ r- �P^!='"°",S!R�1?'Ai4�"t�"R�"A!'r"!1, ' COUNTY OF BUTTE _ - DEPARTMENT OF PUBLIC WORKS r` 196 Memorial Way, Chico — Phone: 891-2751 '' j7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -W NO. A routine inspection indicates that the following violations of County Ordinance jex' t the above address and should be corrected. Please notify this office en correction of work is completed. If you have any question pertaining to this ter,, or need additional explanation, please contact this office immediately. A it COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 i 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE L t T NO. A routine inspection indicates that the following.violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 0 - Date Inspector, 4 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMrr NO. A routine inspection indicates that the following violations of Butte County Ordinances eidst at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanatian, please contact -t is office immediately. 2o- v z-r-c1�C� t— Z., 4:��-c-T /,a ,-- Date f!�- 3 ' S'Z Inspector REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER _ _ ZONING BUILDING PERMIT OWNER ROBERT MATTINGLY 1679-2493 TEL P ONE SQ. FT. OCC. BUILDING VALUATION 'R 9799n OWNER'S MAILING ADDRESS ,1q20 P.O. BOX 5571 MARYSVILLE 748 M 11464 CONTRACTOR'S NAME OWNER TELEPHONE 60 C 780 CONTRACTOR'S MAILING ADDRESS "irino Fireplace CONSTRUCTION LENDER GOLDEN VALLRY FINANCIAL UNKNOWN Total Valuation $ 115664 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR NGINEER LICENSE NO. Pian Checking Fee $ Energy Pian Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9-r,-RoBTsH Ron BANGOR Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 151 2.00 30.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP O Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other a SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ 60.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 10.00 10,00 100 AMP OR LESS Main service EA, ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 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. 1, 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 CONST. ( DWELLING OCCUP.tr) OR ADDNS. '/22sgft 66.70 ACC. BLDGS. NEW CONSTR ULTI.OUTLET 2.50 ea NO .RES',BRANCH CRC. RC ITS POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES SALI ALo 30C FIXED APPLNS. OR EX. QCCUp. OUTLETS (RESIO.) EA.1 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. �Virin 15.00 9 Permit Fee $ 89.20 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): .-- ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. t�N,�► 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 shal I be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 10.00 Heating g 00 ' 00 Cooling Hood 3.00 3.00 Ventilation .001 6.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstK,.Z. all liabilities, judgments, costs, and expenses which may in any way accrue aga' st said County in co equence of the granting of this perm't. Date 3 Signature of Plicant - Own.,Pg Contractor ❑ Agent ❑ An OSHA permit is required for excavations ver 5'0" d ep and demolition or construct. ion of structures over 3 stories in heighir Ain Mobile Home Installation Fee $ , Energy Inspection Fee $ CONST PE TOTAL FEE $ 9 4. 0 CUA PARK _ __. scFL cOF PAR P ) SSUE oe This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated a e for which fees have been paid. 1 OR F UBLIC WORKS BY fiAlDate 0 PERMIT EXPIRES Date Receipt No96799 9 1 rinG WNITE-O.P.W., YELLOW-ASSE330R, PINK SPECTOR. COLD ENROD-APPLICANT i l COUNTY OF BUTTE - DEPARTMENT'OF�PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTZR DRIVE - OROVILLE�CALIFORNIA 95965TE SNE: 916/538-7541 esu' PERMIT ARPLICATION, DATA SHEET ., . , rPermit No. �j c' OWNER Q / , /4 I A. P. No. 28 -I Z -o '1 Proposed Building Use i �er rlr7aw• SF. Building Inspector Date 7 Z*3- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items -have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions / 10. Fees of $ [p( ........................................... 11. Chico Urban Area fees paid ....................................... 12. Park fees 01 d .................................. 13. G School District fees paid .............. 117/0 9 14. Sanitation approvd from Health Department /U/i��9� 15. City of Chico plumbing permit :.................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) `] ;23/Rf ! eeo 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance ................... �� � ► 23. Owner -Builder Verification (Given to owner ❑, Mail to owner .... O /O 1 �— 24. Recorded copy of Agricultural Acknowledgment Statement ......+... /0//0 25. Letter of signature authorization ................................... / 26. 27. , When you issue the permit process as follows: Mail to owner. Mail to contractor. --- VTelephone-671 2.Vq3and hold for pickup at (j,-0Z'Uoffice. - Deliver w/inspector. Other Applicant4D2Aate ` Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circ a new item of h ck bove). 1. Index permit for above items No. 2. Additional items required: • q� Contractor, designer, owner, was advised of above required data by_phone_mail—counter by,:g?K_C_.date lf-J Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by to �5 Plans approved by C4 Date _Z�Aets of plans on hold in File cabinet AP folder Copy—DPW i T0: Building Department FROM: Encroachment Permit Section i RE: Driveway Clearance location _ Vb S % A_:: has been issued for the above. property. - "Driveway permit n b f 7�231-ei, date sign re TO Buildina Department FROM: Environmental Health 'SUBJECT: Sanitation Clearance - Oyu _ Location AP# d for: Sewage Disposal Water Supply Plan Approve ,• Hold final for: Water Supply 7inal clearance O.R. for: ser Clearance for � bedroom me home. Oth NOTE * * * Water Supply Date Sanitaria COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California 95965 - Telephone: /aU_ oa 1/ • APPLICATION AND PERMIT .1 el!d!O& N�' PERMIT NO. ASSESSOR PARCEL NUMBER ZONING -- QZC'- S , BUILDING PERMIT OWNE t T LEPHONE f7Q OWNS MAILING ADDRESS a r L V f I I Cc, [J rO SO. FT. OCC. BUILDING VALUATION ;41 V CONTRACTOR'S NAME L/W PA `Y TELEPHONE 60 /t Cr CONTRACTOR'S MAILING ADDRESS Fireplace �s p -p CONST CTI O LEND • !� t71 7 Q � �� P 1 114Cf� UNKNOWN Total Valuation $ Filing Fee $ 1Q,QQ LENDER'S MAILING ADDRESS vawtpv,'z Permit Fee $ q 73. QQ ARCHITECT OR ENGINEER L CENSE NO. Plan Checking Fee ,$ 236,5-0 Energy Plan Checking Fee $ a0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS�oa �� f//JK VK Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap /5t 2.00 o -U Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 py Each qas water heater or vent 5.00 60 USE OF STRUCTURE SIg Duplex❑ Mobilehome❑ -Other SPECIFY Gas piping system 1 - 5 outlets 5.00 , DD Building sewer 5.00 5'-0 Mobile Home I S I G W I 0.00 ea TYPE OF WORK New Addition [I �c'R,,�Qemodel❑ UtilitieUtilities[]InstallatioInstallation[]Other ❑ cl Describe work: r room, Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1001 OR LESS 10.00 100 AMP OR LESS a Main service EA. ADO'L 100 AMP 2.50 Zoo CONTRACTORS LICENSE LAWDWELLING 1 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 OCCUP.aI ft ONSTSTR.( A )LOGS. 2 70 NI- w CONEw ULT" OUTLET . 2.50 a NON.R E." BRANCH CIRC ITS 50 ea ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2ALC 30 eLe 90 Ex. DCCUp. OUTLETS FIXED P(RESID )LNS REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Q Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject 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 10.00 Heating Cooling �/ Hood F3;.00,to - v 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolit' n r on ruc - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE / TOTAL FEE $ SL�% E �o l l� HAz CUA I PARK $CHL FLD I PAR Po i ro• ISSUE This permit is hereby issued unser the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have been DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date provi- to do paid. ((�� Receipt No.q629 — "l ( 10 _ 'NNIre-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT -------------- ✓E� /n /.cEtyt .a(/D.K •v �� a v� ni arfL rs' aAtIw.✓ nN ; v w. 7 9Er:uEe' - ~ � .��.� - � � � f � _� � �oc%c/o �+.�.vc ;...�,vT-s .-...rE,v .rs sx' r- •,c. UgII' r \ AIV -CW 7 — -;A3'05 'ASO -:V �.P�f.N% � / . • .:.... �i. rt• ��L ' ��G�� ) _ _ 'APPROVED' Butte �; Environmental 1 •c. ; me nviron ntal Health •,--------------- ` Date - rJ F^ lvor•se.'r.-� •` `= nature _ - - - 77/.4/' (M) , /•J/ /.r1 _ .. - - _- .. I l� ' filT•J/'!JO'jV �`ZtIII)-i.+<.'i-1•_ay-[`;��ti..-. �AJ� .---' � faa{o, air'•.. .t/C � eaw n i { I pp 7 I11� aAV. AO �zw.vo K•'os i Envirormarta, .G[!.� now ,33.I.G5'l.Ni rFr7UA/p �}• - . . fX4'00-j- 00 � - ,mss •.�� :.: E ly) _ • ' . - . .. _ -_ - - -_ - -- h. _. Air •i4:+ .. ..a,,. '7•v _•+jfr':.fRt '•'::C '.d':twwN j�e^v.+-Tv if r:^. Y_• ti�.�►`: x: :.'iG?rte rr _ _"<.r_tc's__ _ _ G'PU.t/TY s!/,PIiEYCLP S CfRTJF/C47-F ftf "411'V MQP co�•FOOtif� win/ 7uE ?�oa�vE..cars o� ..:;.._. RRAhrr AAjCrZZ- / 4�iA`.�/N QUI ."M T A4 W - 31/IlD/Y/I/GLy MdP aC7 aN/7 LOC4� O.�.Q/.V.S.V _ .....,,,;�: 4WT/OAI. I4A:: rw riW; NCAs . 7/0A1 ,..-�r of QUORTE� AF sE CT/T%7.t/?o•:.W�.�X�«VA/s, E--A6�2 'I7/CA/I ,l7E1rWN��.J, r/I/-f r/M6. 1A r/.45 UV/AVCOW, A W17.4 r, F/;,404 E.44 2FM, ; s— _. . w.« 1.1 A.4 _ �o.-r.^ v r.:frue 4tyr7t C,7 `Wff",",P 4 • � 1 • l COUNTY OF BUTTE -'Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: _ An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no), " 8-6 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. J plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Numbery -- <- a 5 J 7 � Date 9 `- NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. i� BUTTE COUNTY SCHO LS DEVELOPMENT FEE CERTIFICATION FORM �. Q ne Form per Building) D!�`� A.P. Number.;,---d2°� Building Department No. (/! T 1 /Cri i Y Q y School District Cit Count Jurisdiction M 'Property OwnerROLerl:'l\, Project Location/Address _ ,��(�,�/$%1 Ral 1.4/Ugel ��- U Subdivision Lot Number i. Residential Development: M;o Sq. Footage # of Living MHI Addition (Group R), Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Depart nt Representative t Da e (Floor Plans reviewed by School District Personnel) District Id No. Y School District certifies that/ 1 3) Y6 Ybezu L -"X (Ap licant Nam ) (Phone Number) 99 (St et Addres ) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the pa ym t of Q , 6J repre.� enting 19c2square feet. AM School Dist ict Representative. PAID BY CHECK NO � 6 BANK NO �DDQ PAID BY CASH z=rx; REMARKS: Dat white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE -8-5-91 ROBERT MATTINGLY RE- P.O. EP.O. BOX 5571 A.P. # MARYSVILLE CA 95901 28-12-24 With reference to the above subject: / / Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 663.20 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval -from Land Development Section (DPW).* sets of;plans in accordance with the changes marked in red. X Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico _1 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for X Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. / X/ OTHER I HAVE SOME QUESTIONS CONCERNING YOUR PLANS. PLEASE CALL ME AT 538-7541 BETWEEN 3 & 5 P.M. Should you have any questions concerning the above, please contact of this office. Yours very truly, LINDA William Cheff Director of Public works J.F. Glander JFG/aj Chief Building Inspector RESIDENTIAL_PLAN CHECKING .GUIDE .12/90 (S.F., DUPLEX-& MISC. ONLY) Bldg: Permit # OWNER. b,{ A . P . # GENERAL - Plan Checker ,-.Zoning requirements:. (sideyards and number of permitted living units). A t2. aluation. ans signed by designer. Proper description;of work on application. �--Existing violations on'.property. _Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). ecorded notice of violation. PLOT PLAN P�Complete parcel size and dimensions. .etbacks, sideyards, easements, etc. ther buildings or structures. „ Grading, fills, drainage. . Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb- . tible, and foundations). FAU & FAS road setback. _ Building or utilities_ across lot lines (Record form). r� FLOOR :PLAN omplete to scale plan -with- dimensions. e4uired windows for light and ventilation (Sec. 1205). s6k44::- v2,' Required windows-Jor second exit (Sec. 1204)._ Skylights (Chapter 34.&'See. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets-(Ar,-�icle 210-8). Light. fixtures, switches, receptacles, and exterior receptacles for main- -enance of mechanical equipment. , Locations of water heater, heating and cooling equipment, other electrical or gas equipment. . Garage firewall, door size, and closer (Sec. 503(d).(3)). .-1 - 3'0" exterior exit door (sec. 330A (f). Fireplace and wood stove location, alcoves, and clearance. -3. Smoke detectors (Sec. 1210). lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) i--lU-nusual shape, size, or'split level house requiring lateral design. r Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough,to construct building. Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. stud heights. I Adobe soils'- special foundation design. 'Retaining walls requiring design. especial Inspection required. - I 12/90 RESIDENTIAL PLAN'CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details:, landings, rise and run, head clearance, handrails (Sec. 3306). �Cua-rdrail details (Sec. 1711 & 3306(j). / Brick or stone veneer (Chapter 30). �___terior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). ✓Foam insulation - protection. 36" halls and stairways. �__ Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o -exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). -tic access and ventilation (Sec. 3205). PUnderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. D. Energy design. lashing at all exterior openings. 9!CDF responsible area requi ts. •mss>....� . � — NO uL 7W,- Return to DPW ection requires prior to 9 4.321.5 AGRICULTURAL STATEMENT OF ACgNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT _ 26-8.1 of the Butte County Code this acknowledgement be recorded issuance of a building permit. The property described herein is adjacent to land or included .within an area zoned 91-043213 1 Rec Fee 5.00 for agricultural purposes, and residents I Cash 5.00 of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records I use of agricultural chemicals, including, County of but not limited -to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder I but not limited to cultivation, plowing, 8:01am 11 -Oct -91 I JJ 1 spraying, pruning, and harvesting which occasionally generate dust, smoke; noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real ..property., situate in the County of Butte, State of California, described as follows: Parcel 3, as shown on Parcel Map of a portion of the Northeast quarter of Section 5, Township 17 North, -Range 5 East, M.D.B.&M., which Map was filed in the office of the Recorder, County of Butte, State of California, November 5, 1986 in Book 105 of Maps, at page 14. Date: A / �1I State of ) On this the day of ^,,,, ) SS.. undersiQ d No r Publi County of ') PR TY 01 l 19-3L,fore me, the sonaX ap red /� L n iM FL--I---Personally known to me. R -P -roved to me on the basis of sats actoryid fie. to be the person(s) whose name s) & subscribed to the within instrument and acknowledged executed the same for the purposes therein contained. IN [ITNESS WHEREOF, I hereunto set my hand and official seal. OFFICIAL ® NOTARY PUBLIC • CALIFORNIA Present A.P. No .SACRAWNTO CousTy N Com 94 e�55Z 9WC/ Tc>/ �2, _ /�c�—ova/ . . .......... ............... . . . ( '', 4 ''", -s,-) 6 5-? -- 6,-,9�6 co, CERTIFICATE OF COMPLIANCE: REST DENT I AL Page 1 CF -IR Project Title .......... 1920.5 SO. FT. RES. Date........ 07/17/91 Project ect Address....... ,. DROB I SH RD - --•-----------.__.--__-_------ BUTTE COUNTY I ------------------ I Documentation Author ... STUART L. R I GDON I Building Permit # I Company ................ OMNI CALL I --•-•---•-----....--•-•-•------ I Telephone .............. (209)464-6043 1 Plan Check / Date I Compliance iance Method...... MICROPAS3 by Enercomp, Inc. I Field Check/ Date I Climate -L one.. .. 11 --------..-------------•------- I MICROF=AS3 v3. 1i File -1 20SM Wth--CTZ11 Program -FORM CF -1R I I User#-Mf='0997 User -OMNI CALC Run -1920.5 SQ. FT. RES.. I GENERAL INFORMATION Conditioned Floor Area..... 1920.5 sf Building Type .............. Single Family Detached Building Front Orientation. Front F=acing 90 deg (E) Number of Dwelling Units... 1. Number of Stories.......... 1 Floor Construction ion -type.... Raised Floor (Package E) Infiltration Control Standard BUILDING SHELL I NSUL_AT .1.O11 ----------------------------- Component Insul Type R -value Location/Comments Wall. R-11 _ -=yeast, south, west, north, to garage Roof R --..;U fat t i s Door R -O solid wood, to i garage, french doors F I -r R.-19 --Ao crawl space GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading � Overhang Type Window Front (E) 13.5 V 2 Standard None Yes Metal Window Front (E) 16.0502-1 Standard 50% bug scrn Yes Metalitlui Window Front (E) 3.02Standard 50% bug scrn Yes Metal Window Left (S) 16.00 X .000 E Standard 50% bug scrn None Meta1Mu1 Window Back (W) 40.001 2 Standard None Yes Wo ogMu1 Window Back. (W) 44.0 ✓ E Standard 50% bug scrn Yes NIMetalMu:E Window Back (W) 60.00- `Standard None \I�F�,�� , Wr�r �11-c1 j���r`�P;•i��� Window Right (N) 35.Ow 2 standard 50% b�_cg.sor r�, .,. Yes �•s-� ���� _ 1 Skylight Front (E) 4.0 / E none None IVB ner ''Metal Metal THERMAL MASS------------- `i�.;`0.. `4,`•..:i_ •' � ':��..:? ':>r `. �• Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments InteriorVert 50 4.0 Yes fireplace: living room CERTIFICATE OF COMPL I ANCE o RES I DENTI ALFrage c: Cr --1 R Project Title........... 1920.5 SO. FT. RES., Date........ 07/17/91 I MICROPAS3 v3. 1.1 File--1920SM Wth--CTZ1'1 Program -FORM CF -1R I I User##--MP0997 User -OMNI CAI_C Run -1920.:0 SQ.FT. RES. I ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value ------•-----------•----- Gas A-7-2 0 SES Attic R-4. A i rC and qQQSZER Attic R-4.2 ACTUAL HVAC SYSTEMS ------------------- Actual Output Manufacturer and Made 1 #4 Actual System Efficiency (Bt uh) (or approved equal) Heating -•---•--•--•--- -------- ---------- -_ Cooling Cooling Coil. ---------------------------------- CEI:. Maximum output for Gas Central Furnaces: 62497 Et uh WATER HEATING SYSTEMS Tarek R-12 or It of Vol. Greater Manufacturer and _ Model 0 Energy System Type Heat ' (gal) Blanket (� �r approved equal) Credits Meets CEC Minimum n/a n/a YesName .....__--_-___._.__...--_..__-.__-_...-___.-_._-_..._..._. - . SPECIAL FEATURES/REMARKS --------------------- GLAZING AREA FOR FRENCH DOORS LASED ON 75% OF OPENINGS CERTIFICATE OF COMPLIANCE: RES I DEN JI Al_ Page 3 CF -IR Project Title.......... 1920.5 'SO. FT. RES., Date........ 07/17/91 I MICROPAS3 v3.11 File-1920SM Wth-•CTZ.11 Program -FORM CF -1R I I User#k-MP0997 User --OMNI CALC Run -1920.5 SO. FT. RES. I COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2053 and Title 2Q, Chapter c, Subehapter 4, Article 1 � �f the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... _ _ ___ ..-- Company. -- -- -- - ----__--- --- -_. Address. _- - ---- _._--- ___------------------ ------------------------- License ° _----_.._...._._ Signed _ (date) DOCUMENTATION AUTHOR Name.... STUART L. R I GDON Company. OMNI CAI_C Address. P. O. BOX 5523 STOCKTON, CAL I PORN I A 952 Phone... (209)464-6043 Signed (date) OWNER Name.... Company. ----------- L___...__._._. Address. -------------------------- Phone .. .-----__.._-__......._..._-._....._-____._..._.___......_Phone.. . -------------------------- Si _gned (date) ENFORCEMENT AGENCY Name... . --------------------------- Title.. . A_genc,y. . _.-___--_______.____..__....._........----•_-...__._..... f='h�_�ne.. . - Signed (date) COMPUTER METHOD SUMMARY Standard Proposed Paqe 1. C__2R Project Title.......... 1920.5 SQ. FT. RES. Date........ 07/17/91 Project Address......... DRUB I SH RD 22.68 ------------------------...------- = Space Cooling .......... BUTTE COUNTY 23.44 I I Documentation i� �n Author... STUART L. RIGDON 10.62 _ _ _ _ -_ I Building Permit# I Company ................ OMNI LALC 56.74 -1 1 Telephone .............. (209)464-6043 Performance 1 Flan Check. / Date I Compliance Method.....: MICROPAS3 by Enercomp, I Inc. 1 Field Check./ Date I Climate Zone........... I MICROPAS3 v3. 11 File-1920SM Wth--CTZ 11 Program -FORM C --`R I User#t-MP0997 User --OMNI CALC Run -1920.5 SO. FT. RES. I MICROPAS3 ENERGY USE SUMMARY ------------------------------ = Energy Use Standard Proposed Compliance - - (kBtu/sf-yr) Design Design Margin = Space Heating.......... 26.04 22.68 3.36 = = Space Cooling .......... 20.53 23.44 Water Heating .......... 10.62 10.62 0.00 Total 57. 19 56.74 -------- 4 0.45 # Bui. lding complies with Computer Performance GENERAL INFORMATION --------------------- Conditioned Floor Area.... . Building Type... ........... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type... ....... Floor Construction Type... . Number of Building Zones.. . Conditioned Volume ......... Footprint Area ............. Slab--On-Grade Area......... Glazing Percentage ......... Average Ceiling Height..... Co nd- Zone Type it i� �ned HOUSE Residence Yes 1920. 5 sf Single Fancily Detached Front Facing 90 deg (E) 1 1 VducedYear Raised Floor (Package E) 1 15998 of 1920.5 sf 0 sf 12.1 % of FA B.3 ft BUILDING ZONE INFORMATION -------------------------- Floor #h of Vent Special Area Volume Dwell Thermostat Height Vent Area (sf) (of) Units Type (ft) (sf) 19:.1 15998 1.00 Setback 2.0 n/a COMPUTER METHOD SUMMARY • Window F=ixed Window 3 Page E C --2R Project 5 Title .......... 1920.5 SU.FT. RES. Window Date......:. 07/17/91 I Window MICFIL•PAS3 v3.11- f=ile-1920SM II Wth--CTZ11 Pry gram --FORM C -2R I I ---------------------------------------------------------------------------------- Meta1Mul User#-MPi x997 User -OMNI CAL..0 Run -1920.5 SO. FT. RES. I 40.0 i) 2 WoodMu l Slider i r. 6U 270 OPAQUE SURFACES 0.52 52 16.0 2 Meta1Mul Area U-- I nsu 1 --------------- Act 0.61 Solar Location/ Form 3 Surface (sf) value R--val Azmth Tilt Gains Comments Reference HOUSE 90 0.61 Standard • , 0. 52, 3.0 2 Metal Slider 0.65 i) 1 Wall 304 0.09; R--11 sir 90 Yes east WD. 11.2X4. 16 2 Wall 224 0.092 R--11 180 90 Yes south WD. 11. 2X4. 16 3 Wall 341 0.092 R--11 L70 90 Yes west WD. 11.2X4. 16 4 Wall 205 0.092 R-1 1 0 90 Yes north WD. 1 1 . 2X 4. 16 O Wall 134 0.089 R--•11 90 90 No to garage WG. 11.2X4. 16 6 Roof 1921 0.033 R -air 0 0 Yes attic R. 30. 2X 12. 24 7 Door 40 0.330 330 R-0 90 90 Yes solid wood None 8 Door 18 0.330 R -ii 90 90 No to garage None 9 Door it 43 * 0.330 R--0 270 90 Yes-rs fr'el"iC1'1 doors � �' No1'7E2 10 Floor 1921 0.037 R-19 ii 0 No to crawlspace FC19.2%. 16 Area # of Surface (sf) Panes HOUSE 1 Window F=ixed Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window. 9 Window 10 Window II Skylight Surface HOUSE 1 Window 2 Window 3 Window 5 Window 6 Window 7 Window 9 Window 10 Window GLAZING SURFACES -------------------- SC Interior SC Frame Open U-- Act Glans Shade GIs-'-- Type I +.Type Type value Azmth Tilt Only Type Shade 13.5 2 Metal F=ixed 0.65 90 90 0.77 Standard 66 0.66 16.0 2 MetalMul Slider 0.65 90 90 0.71 Standard 0.61 3.0 2 Metal Slider i r. 65 90 90 i . _7..7 Standard 0.66 66 16.0 2 Meta1Mul Slider 0.65 180 90 0.71 Standard 0.61 40.0 i) 2 WoodMu l Slider i r. 6U 270 90 0.61 Standard 0.52 52 16.0 2 Meta1Mul Slider '0.65 270 90 0.71 'Standard 0.61 28.0 2 Meta1Mul Slider 0. 65 270 90 0.71 Standard 0.61 60.0 2 Wo odMul Slider 0. 65 270 90 0.61 Standard • , 0. 52, 3.0 2 Metal Slider 0.65 i) Sir 0.77 Standard 0.66 32.0 2 Metal Slider 0.65 0 Sir 0.77 Standard 0.66 4.0 2 Metal Slider i i. 64 90 18 0.77 -77 none 0.77 OVERHANGS AND SIDE FINS --- Window -------- ------- Overhang ----- --- Left Fin.. -- --- Right Fir, -•--- Area Left Rght (sf) .Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 13.5 6.7 2.0 4.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 1.0 3. 6 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/A 40.0 5.5 7.3 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 L.0 8.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 4.0 7.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a' 3. 0 1. 0 .i. U �_. 0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 4.0 8.0 2.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a `. COMPUTER METHOD SUMMARY' � _ . . Page 3 C -2R Project Title.......... 1920.5 SQ.FT, RES.. ' Date........ 07/17/91 | MICR PAS3 v3.11. Fil6-19205M Wth-CTZ11 Program- |RM C -2R | \ User#-MP0997 � User -OMNI CALC Run -1920.5 SQ.FT. RES. | � EXTERIOR SHADING ----------------- _______________Area Shading Area SC of Surface (sf) Type _ ------------ _____HOUSE Ext Shade HOUSE 2 Window 100 50% bug scrn 0.84 3 Window 3.0 50% bug scrn 0.84 4 Window 16.0 50% bug scrn 0.84 6 Window 16.0 50% bug scrn 0.84 7 Window 28.0 50% bug scrn 0.84 9 Window 3.0 50% bug scrr. 0.84 10 Window 32.0 50% bug scrn 0.84 � THERMAL MASS ____________ Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value ______ _____ Location/Comments ---------------- HOUSE � __+__ ________ ________ ' ______________2___________ 1 InteriorVert 50 4.0 21.0 0.59 R-0.0 ' fireplace: living room HVAC SYSTEMS ____________ Minimum Duct Duct Duct System ----------------------------- Type Efficiency Location _____________ R -value Efficiency ' _______ HOUSE __________- Gas 0.720 SE Attic R-4.2 0.820 AirCond ` 8.90 SEER Attic R-4.2 0.810 � . WATER HATING SYSTEMS _____________________ � � � Capa- R-12 or Pilot ' System # of city Greater Effic- Standby Input Size Type Heat __________ ____ (gal) Blanket ienry Loss _____ _______ Rating (Btuh) Credits _ NaterHeater to ___________ ______ ____________ meet minimum CEC Standards ________ --------- _______Nater , SPECIAL FEATURES/REMARKS ' GLAZING AREA FOR __________________________ ------------ n-____________________________________-____________________________ __________________-_____ FRENCH DOORS BASED ON 75%OF OQENINGS ` � � ' � __ ---------------------------------- _------------- HVAC SIZING � . . . � Page 1 HVAC Project Title.......... 1920.5 SQ.FT. RES.' Date.....~.. 07/17/91 Project Address ......~^ DROBISH RD -----------------_--- BUTTE COUNTY | } Documentation Author... STUART L. RIGDON | Building Permit # | Company................ OMNI CALC Telephone.............. (209)464-6043 ! Plan Check / Date | Compliance Method...... MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 ----------------_____ ( MICROPAS3 v3.11 File-1920SM Wth-CTZ11 Program -HVAC SIZING | | User#-MP0997 User -OMNI -------------------------------------------------------------------------------- CALC Run -1920.5 SQ.FT. RES. | GENERAL INFORMATION Floor Area..,.............. 1920.5 sf Volume.�................... 15998 e Front Orientation.,........ Front Facing 90 deg (E) ' Sizing Location............ OROVILLE RS Latitude................... 39.5 degrees Winter Outside Design...... 30F Winter Inside Design....... 70 F Summer Outside Desigh...... 104 F Summer Inside Design....... 78 F Summer Range............... 37 F . Shading Used ........... 1... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) `(Otuh) _________________________________ ___________ ------------ Opaque __________Opaque Conduction and Solar ^..... 11128 6252 Glazing Conduction............... 6017 3911 Glazing Solar......,............. n/a 9734 Infiltration..................... 9100 3736 Internal Gain.................... n/a 2550 Ducts.......'.................... 2624 2618 Sensible Load.................... 28869 28802 Latent Load...................... n/a 5760 ___________ ___________ Total Load 28869 34562 Note: The loads shown are only one of the criteriaaffecting the selection of HVAC equipment. Other relevant design factors such` as air flow requirements, outdoor design temperatures, coil sizing,a?ailability of equipment, oversizing safety margin, etc., must also be -considered. It'is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ` CEC Maximum output for gas central furnaces only: 1.3 x ( 28869 + (10 x 1921)) = 62497 Btuh Nlandatory Measures Checklist: Residential NIF-1 R VOTE: 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER 1 ENFORCE\IE\T Building Envelope Measures see C.l: - ' §2-5352(a): Minimum ceiling insulation R-19 weighted average. Ge eGF- I R §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. ! f • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not applyto i exterior mass walls). seeZFIR §2-5352(k): Slab edge insulation --water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-53520: Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infrltration/Exfrltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2=5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment. water heaters, showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated (R-3 or greater §2-5312(Excepdon I): Pipe insulation on steam and steam condensate return & recirculating piping. 12-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. J. Time clock. 5. Directional water inlet. Lighting and Appliance Measures i2 -5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. i2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Revised July 1990 i CONSTRUCTION ASSEMBLY Page 5 3R ------------------ ------------ Project Title:......... Date. .. 04/24/91 ----------------------------------- I MICROPAS3 v3.10 File -MP -FORMS Program -FORM 3R- I I User#-MP0997 User -OMNI CALC Run -2308 SQ.FT. RES. I ------------------------------------------------------------------------------- LIST OF CONSTRUCTION COMPONENTS Reference Name . WD.11.2X4.16 Description .... Wall R-11 2x4 16oc Type Wall Ft -Value ........ 11 sf-F /Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 13.13 x 0.85) * (1 / 5.59 x 0.15) = 0.092 Btuh/sf-F Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. PLY.0.63 0.625 in plywood 0.77 0.77 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R11 R-11 batt insul (cavity = 3.5 in) 11.00 -- 3f . F1R.2X4 2x4 in fir framing -- 3-.46 4. GYP.O.SO 0.50 in gypsum or plaster board 0.45_ 0.45 I. FlLM.IN.WLL lnaide air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- `13.13 --------- 5.59 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 13.13 x 0.85) * (1 / 5.59 x 0.15) = 0.092 Btuh/sf-F CONSTRUCTION ASSEMBLY Page 6 3R Project Title.......... Date........ 04/24/91 I MICROPAS3 v3.10 File -MP -FORMS Program -FORM 3R I I User#-MP099'7 User -OMNI CALC Run -2308 SU.FT. RES. I ------------------------------------------------------------------------------- --------------------------------- I 1 I 1 I I I I I I I I 1 I I I I I I � I I I I I I I Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Reference Name . WG.11.2X4.16 Description .... Wall R-11 2x4 l6oc Type ........... Wall R -Value ........ 11 af-F/Btuh Framing Material ..... FIR.2X4 Spacing 16 :inches on center Fraction ..... 0.15 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------- U-Value: (1 / 13.43 x 0.85) + (1 / 5.89 x 0.15) = 0.089 Btuh/sf-F Materi-al Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FI.LM.IN.WLL Inside air film: heat sideways --------- 0.68 --------- 0.68 I. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 3c. BATT.R11 R-11 batt insul (cavity- 3.5 in) 11.00 -- 3f. FLR.2X4 2x4 in fir framing -- 3.46 4. GYP.0.63, 0.625 in gypsum or plaster board 0.62 0.62 1. FILM.IN.WLL Inside air film: heat sideways 0.68 .0.68 Total Unadjusted R -Values --------- 13.43 --------- 5.89 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------- U-Value: (1 / 13.43 x 0.85) + (1 / 5.89 x 0.15) = 0.089 Btuh/sf-F ..i}ri 4_.,"�,r: .rti.�-ss't"`- _ - ��:f.IP"• �' «'�`T..1-�`�A:•.a="7fi��M'"„'+:;w:t�:i'S"R�!'�rw�-':N�� `. .tt 92 3620B ; " ..Ad' TINGLY!"'1RR�ob'ert �. , � . ,:. ,� ��,•..,, ��►.�: s; D 99�,robish .Bangor, y, S , 'eZo 0 stove/9'f M - M r L COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. a' ASSESSOR PARCEL NUMBER ZONIN MI BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent i USE OF STRUCTURE SF u Duplex V Mobilehome❑ Other SPECIFY 47.00 Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 18.50 200A OR LESS _ Main service 200A TO IOOOA, 37.50 CONTRACTORS LICENSE LAW I declare under penalty Of perjury (check one): p ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the QUSInesSPOWER 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 CONST. ( DWELLING OCCUP.�\ 3.6Q sq.ft. OR AODNS. ACC. BLDG S' fr NEW CONSTR.ULTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS PIRESID.IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. IVirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin g Hood 6.50 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. X Date signature of Applicant — Owners ,Contractor ❑ Agent ❑ An OSHA over 5'0" deep and demolition or construct- ion of structures toverr 3gstories oin height. Mobile Home Installation Fee S Energy Inspection Fee $ Dcc CONST TYPE TOTAL FEE $ HAz DFEES IMP I FLOOD CDP I PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provi- ions of the Butte County Code and/or resolutions to do work indicated above 4or which fees have been paid. DIRECTQR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT z PERMIT NO. ASSESSOR PARCEL NUMBER OZ$- 110 — OZ ZO IINZ A5 BUILDING PERMIT OWNS X ROBERT MATTINGLY TELEPHONE 679-2493 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Ale P 0 BOX 5571, MARYSVILLE CA 95901 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace "All 1500 CONSTRUCTION LENDER NONE VN KNOWN Total Valuation Is FilingFee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 30.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee 9Y 9 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 99 DROBISH ROAD BANGOR Permit fee $ 45.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other [� Describe work: WOOD STOVE Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 20GATO 1000AI 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 /,//44��4� 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 lyfor 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 CONST. ( DWELLING OCCUP.N\ OR ACDNS. 1 ACC. BLDGS. I _37.50 3.6Q sq.ft. NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CIRCUITS) @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. OR FIXTURES UXED 20 76 A Ex. Occup. OUTLETS PLINIS REA.) (RESID ) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. IVirin g '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 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 again t said County in conse uence of the granting of this permit. XFE F Date d / p (cant — Owner ontractor ❑ Agent ❑ An OSHA per is required For excava 'ons over S'fl" deep and demolition or construct- er3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 45.00 HAz I DFEES IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under the applicable provi- sions ButteCCoutyode a d/ resolutions to dog wor indi tedhic a have been paid. DIRU ORKS BYDatel 12 PE ff'rAPIRESDate �— �— Receipt No. 126141 WHITE-D.P.W., YELLOW-ASSESSOR.PINK GOLDENROD -APPLICANT