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068-130-087
AP ELI OLSEN � %O 3 6$=/3 ,a ..• 'A' ' � ► w..at; > . 12 ; Palermo Dr. Oroville �ontr -Four Counties -Roof ing;ChiCc; Permit# 4216-74B (reracEO ' 68..13787 ` i JANE UYEHARA 6A-as + 12 Palermo Rd, Oroville / e Contr: Eagle Electric O { Permit#212-88E(upgrade e ser).4W W 068=13.0=087' " ' ♦ ti �` K93-3409 B �,UYEHARA;� J6NE` - 73 `'- " 12_PhERMO'-DR;�:OROVILLE CONTR . ;' DAVID BOLT- ,a�, REROOF/ y068 -T30-087 " `� '+ PERMIT#94-2623 .. UYEHARA, �IJANE1 TODD x;12 PALERMO DRr,-fOROVILLE Z�� CONT 'eDON''SCRIBNERZCONSTRUCTION/„/. NEWsPRI 'DET GARAGE' y .A r. 04-6357 ;068-130-087, w" ROSS, STEVE `8i LISA ., :, 77 12 PALERMO DR, OROVILLE t� ' •ADD/S� , .:. « • - _ y N % � � �� � C.t�l �� � �- --- r) C10 .2 /o 6. County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Steve ROSS ADDRESS: P.O. Box 5952 CITY & STATE: Oroville, CA 95966 nATF OF rl AIM- 12/22/05 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund Claim - See attached calculation sheet APN: 068-130-087 Permit i� o 04-00357 PAiD RETAINED REFUND Development Services $ 1,488.00 $ 564.15 $ 923.85 SRA $ 43.00 $ 43.00 $ - Sheriff $ - . $ - $ Other: $ - $ - $ - TOTAL $ 1,531.00 $ 607.15 $ 923.85 .... ................... ............. ......... ....... .... .... ... ::RE'AIZDO\?Vii':::: .;�...... ....... ....:......... ........ . ................ .................... .............. .... ......... .... ........................ .... ;; ::: ............ ................. .. ... ........ ............. BL�D'GET:: ...... ..... . ...... ..................... .... . ...... ....................... :ACC:O.UNT: .............. ............... ...... >: AMOUNT::' ............... Development Services 440-001 42105500 $ 923.85 SRA 0100 461.7240 $ Sheriff 280 1011811 $ Other $ TOTAL 1 1 $ 923.85 $ 923.85 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. fi) Dated this day of , 2%6, at L Co - Calif. OM! !� Signature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above h e been perfor d or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the s e. Dated this ' c� day of 200& at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE -AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. 12/30/2005 iY3 Butte County Department of Development, Services 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING r PLANNING Steve Ross .P.O. Box 5952 OrovIlle, CA 95966 RE: Permit No. 04-0357 APN#068-130-087 Owner: 'same On 1/30/2004, a deposit was made in the amount of $1531.00, of which $607.15 was retained. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your. refund in the amount of $923.8,5. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m.. to 4:00 p.m., at 538-7601. Sincerely, Diane LewelIen. Account Clerk, Senior Administrative Division enclosure 04-0357.1tr County of Butte Oroville, California GENERAL CLAIM . CLAIMANT: Steve ROSS ADDRESS: P.O. Box 5952 CITY & STATE: Oroville, CA 95966 DATE OF CLAIM: 12/22/05 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund Claim - See attached calculation sheet APN: 068-130-087 Permit No.: 04-0357 PAID RETAINED REFUND Development Services $ 1,488.00 $ 564.15 $ 923.85 SRA $ 43.00 $ 43.00 $ - Sheriff $ - $ - $ Other: $ - $ - $ TOTAL $ 1,531.00 $ 607.15 $ 923.85 ........................................ ............. ....... .I .............. ... ......... .......-BREAI{DOVVi\T: ............................................... o...... ..... . ............................................. ...................... ............................................... »:::::: ............... ..I........................... >B"UDGET:: .............................. .............. ........ ...I............... .............................. :ACC:OUNT:::A1Vi0UNT ............... . ............ .. :' ............... Development Services 440-001 4210500 $ 923.85 SRA 0100 461.7240 $ Sheriff 280 1.011811 $ - Other $ - TOTAL $ 923.85 $ 923.85 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2005, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2005, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S HSF ONI Y DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. REFUND CALCULATION SHEET CLAIMANT: Steve ROSS ADDRESS: P.O. BOX 5952 CITY & STATE: Oroville, CA 95966 DATE OF CLAIM: 12/22/05 APN: 068-130-087 RECEIPT INFORMATION NUMBER: DATE: 394578 1/30/2004 ISSUED TO: CHECK #: Steve Ross AMOUNT: $1,531.00 PERMIT #: PRIOR REFUNDS: FEES VERIFIED 04-0357 Yes No Yes No Yes No X X REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG :::::::::::::::::::::::: :::::: ....................................... :::::::::::::::::::::::::::::::::::::: ::::::::::::::: ::::::::::::::::: ::::::......::.:.::.::.::::::::::::.:::::...::: ::::::::::::::: ............................ .............. ............................ .............. ............................ .............. :: ............................ ::::::::::......:::::::::::::: .............. :::::::: ::::::::::::::::::::::::.::::: .......................... .......................... .......................... ::::::::::::::::::::::::: .......................... .............. :::::::: ......... ........... ........... ........... ........... :::::: FILING FEES Building 20.00 20.00 Plumbing 20.00 20.00 Electric 20.00 20.00 Mechanical , 20.00 20.00 PLAN CHECK Plan Check 436.151 436.15 Energy 23.001 23.00 INSPECTION Ener 46.00 46.00 46.00 SRA -BLDG Building $46 46.001 46.001 46.00::::::::::::* PERMIT FEES Building Plumbing Electric Mechanical 671.00 671.00 51.00 51.00 51.00 85.33 85.33 85.33::::::::::::::::::::::::::::::: 49.50 49.50.............49.50 OTHER BLDG Overcharge 0.02 0.02 0.02 REFUND PROCESS FEE 25.00 -25.00 25.00 BUILDING TOTAL 1488.00 564.15 923.85 923.85 SRA - FIRE Fire $43 43.00 43.00 .............. SRA - FIRE SHERIFF - $360 Sheriff SHERIFF .......... OTHER NON -BLDG :' .....:........:...................... ............................ :....... ....... OTHER $ 1,531.00 $ 607.15 @ $ 923.85 $ - $ - $ - $ 923.85 BLDG SRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 _ CHECK: $923.85 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 12//222//2005 Michael Vieira Building Manager o�UTrF0 Butte County Department of Development Services O o Building Division . o. o 7 County Center Drive coUN�y Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees„whose name is ons ,the receipt issued.for the_fees,paid._Any refund checks will be made payable to_the name-on.the_receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature:(by the person whose name is on the receipt) and return to Development Services for payment processing. - CLAIMANT'S NAME: Steve ROSS MAILING ADDRESS: PO Box 5952; Oroville, CA 95966 PHONE: (530) 589-1540 ASSESSOR'S PARCEL NO.: 068-130-087 [Please use one claim form per permit.] BLDG PERMIT NO.: 04.0357 $1,531.00 Receipt No. 1 Receipt No. 2 Receipt No. 3 •394578 RECEIPT NO.: 01/30/04 RECEIPT DATE: $1,531.00 RECEIPT AMOUNT: REASON FOR REFUND REQUEST: Plans were not engineeered; not building the addition. Check those fees which you wish to have. considered for refund: OBuilding Permit Fees OSheriff.Fees OSRA Fees (CDF Fire Planning) DOther (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. K:/Forms/Refund Application 082203 - - t �-_z7Q/ :—z � ' Date ' C Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530)-538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for payment processing. CLAIMANT'S NAME: 0:8 'S MAILING ADDRESS: Pig.c:X PHONE: ASSESSOR'S PARCEL NO.: 06.8 L 3: - 0 [Please use one claim form per permit.] BLDG PERMIT NO.: Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.:�. RECEIPT DATE: RECEIPT AMOUNT: ...,�... REASON FOR REFUND REQUEST: V_L0 " : 6� �v ��- a -+^e rye Check those fees which you wish to have considered for refund: Building Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning) =Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Application 082203 05. Date 6A_V_CO BUSINESS FORMS - (530) 743-8511 Form 75702 COUNTY OF BUTTE 394578 RECEIPT ,OFFICE' -ORI DEPARTMENT ISSUING RECEIPT Received from The Sum of--, J,41, COUNTY OF BUTTE 's 3945 (7 For OFFICIAL RECEIPT Received: A k, Received By OFFICE OR DEPARTMENT ISSUING RECEIPT 20 Received from The Stun of Title Received: j Received By CASH Title CHECK By 6A_V_CO BUSINESS FORMS - (530) 743-8511 Form 75702 COUNTY OF BUTTE 394578 RECEIPT ,OFFICE' -ORI DEPARTMENT ISSUING RECEIPT Received from The Sum of--, J,41, 's For Received: Received By CASH Title CHECK By— DAVCO BUSINESS FORMS P (5301743.8511 Form 75702 Received from Ile Sum of j For Received: CASH [] CHECK.—,p BUSINESS COUNTY OF BUTTE OFFICIAL RECEIPT 3 9 4 5 7 930 OFFICE OR DEPARTMENT ISSUING RECEIPT j2Q"4" Received By Title By 4L COUNTY OF BUTTE OFFICIAL RECEIPT3-9 4 55 OFFICE OR DEPARTMENT ISSUING RECEIPT Received from 'lite Slue of f J. .For Y.1 Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING December 22, 2005 Steven and Lisa Ross P.O. Box 5952 Oroville, CA 95966 Re: Permit Number: 04-0357 APN: 068-130-087 Upon review of the above -referenced permit file by the County Building Official, it has been determined that a refund cannot be processed for the following reason(s): ❑ Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. ❑ The request is over two years from the date of the fee payments on this non -issued permit ❑ The request is over two years from the date of permit issuance. ❑ Filing fees and plan check fees for work plans checked are not refundable. The above determinations have been made in accordance with Butte County Code 3-41(t). You may view Butte County Code online at hqp://municipalcodes.lexisnexis.com/codes/butteco/. Other reason: The Refund Request Application must be signed by the person whose name is on the receipt issued for the fees paid at time of submitting the building application. Should you Have further questions about this matter, please contact this office between 8:00 am and 4:00 pm, Monday through Friday. Sincerely, Gwyn Bene ' Office Specialist, Senior KAREFUND CLAIMS\Refund Letters\04-0357 Ross 068-130-087 122205.doc Thursday, December 22, 2005 Development Services BUILDING DIVISION Ver. 1.0 Counter Paula I Person Fund 10 (Bldg Permits) $1,488.00 SRA Fees (Fire) $43.00 Payment Date 1/30/2004 ( SHR Fees (Sheriff) $0.00 Permit Number 04-0357 I SMIP $0.00 Receipt Number 394578 Copies/ Document Sales $0.00 Check Number or Cash ( CUA (Chico Urban Area) $0.00 Parcel Number 068-130-087 I TUA (Therm. Urban Area) $0.00 Applicant STEVE ROSS Water Tender Btln #= $0.00 West Chico Fire Station $0.00 Received From SAME �� I Witness Fees $0.00 I Total Received --$1,531.00 Recorders Fees (N.O.C) $0.00 Thermalito Drainage $0.00 Total Fees To Collect $ 1 ,531.00 Oroville Area Traffic $0.00 NSF (Non Sufficient Funds) $0.00 Notice of Violation $0.00 NCSP Trails System $0.00 r NCSP Roads/Bridges $0.00 I NCSP Storm Drainage $0.00 NCSP Fire Station $0-02J NCSP Parks Type F= $0.00 Value $108,720.00 GOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 lev.12/96) APPLICATION AND PERMIT [� ' ASSESSOR PARCELNUMBA W, , n C —7 ZONIN ,' BUILDING PERMIT OWNER/ �I CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER L LENDER'S MAIUNG ADDRESS CHRECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAIUNG DRESS LOT NO. I SUBMISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFv TYPE OF ORK New ❑ Addition❑ R el ities In Ilation 13Other 13Describe Work: Pte: x o 825 � �2 a PERMIT FEE PAID SRA SHERIFF OTHER LIN I W� W.WINE Lir 0 S S AMOUNT RECEIVED $ I � ✓� / DATE RECEIVED 1130164 -- RECEIPT # �q445-7 9 - L Total Valuation $ I V b Filing Fee Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W PERMIT FEE $ ELECTRICAL PERMIT QOOV OR LESS Main Service 2OOA OR LESS Main Service 200A TO 1000A NEW CONST. / DWELLING OCCUP. \ 20.00 ✓ v r. -- Fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 71 –.--. Fling Fee 20.00 23.00 46.00 3.50F°. @7.50 Ex. OCCU . OUTLET OR FIXTURES ez Q .�O Ex. Occup. OUTLETSA�6ID.DE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE UYJ — ---1 MECHANICAL PERMIT Fling Fee 1 20.00 1 Hood 1 1 6.501 —1 Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TO AL f EE $ HAZ. I D. FEES I (M D I COF I p Et HD I ISSUE This permit is hereby issued u der the applicable provisions of the Butte County Code a d/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: D ASSESSOR PARCEL NUMBER 77 ��,, D V � - lJ�) q 7 Proposed Building Use: Counter Technician: Date: tems required in order to apply for a permit. All boxes MUST be checked OR marked NA in or er to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.jgi. tti„/ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4.' Engineered truss details and layouts in duplicate. No faxes! `.❑ 5. Letter from Engineer or Architect for truss design review. LpV,.,l 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for No"n-heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in,triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 4yk 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chicoiz Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ EqI( 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ 20. Erosion Control Plan Required ................................................... O ........ heet. 21. Fees as shown on the attached Schedule of Fees Due S.' <......�............ ❑/ 22. City of Chico Plumbing permit ............................`........................................ 23. California Department of Forestry plan approval 0 paid. Sent by: 19 24. Planning approval (A) Use: 4 IZ(B)Parking: (C) Parcel Check: 2 � ❑ 25. Contact Land Development about _ Improvements, _ Drainage ....................:.... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number ............................:............. 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:..................I.......... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ......................... :....... ❑ 34. Manufactured home utility clearance............................................................... . ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter fr5m Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ZA)9;rAL 1��Ks S ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and req• irements for obtaining a building permit. Applic n : s Date: 1-30-70 -70 1. Index permit appl ation for the above items numbered: Plan Check Letter 2. Additional qContractor, igne'was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division . i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNERol; A.P. ## D Ul ✓ v Ogl 3 PROPROSED BUILDING USE � DATE I RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees.Due........... $ --- Revised Plan Checking Fee.... $ on 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) f 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 00 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checkin process. APPLICA DATE s© Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. ,You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) 04-0369 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 Main Service ' *.vA DO.' 1 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1111"71, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00so WEE200A rcu000A NEW CONST. DWELLING OCCUP. ( ORw SO 3.5¢FT: cora . MLIAOTco� NON RE310. 97.50 POWERLE APPARATUSOUTLET 8 SINGCIR. Ex. OCCu OUTLET OR FDMRES BA0 @ 1. o Ex. Occu .oimFrs'RE�sID.0ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) Be"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 pro ' 'ons. _ Date _�`� o PD Signature of Aptractor plicant - ❑ Owa r ❑ Con ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT n =JINTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION y) l 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 Lev. 2/96) APPLICATION AND PERMIT [J ASSESSORPARCELNUMB �/) zO U, BUILDING PERMIT /\� " (-,�7//V/ � ) j/�[t��-yp FEB 5 2004 OWNER/ /� ✓ S, (/V / 07 CONTRACTORS MAILING ADORES$ CONSTRUCTION LENDER Ili LENDER'S MAILING ADDRESS CHITECT OR ENGINEER ARCHITECT OR ENGINEERS MALUM SUADIVISIONS NAME USEOFSTRUCTURE' SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF ORK New ❑ Addition ❑ R el ices In Ration ❑ Other ❑ Describe Work: PERMIT FEE PAID $ 144 2,,,`- SRA SHERIFF $ OTHER $ $ AMOUNT RECEIVED $ I � ✓� / DATE RECEIVED 1150-16if RECEIPT # �q445-72 Fireplace PERMIT FEE 1 j Total Valuation $ Fling Fee 20.00 Main Service Filing Fee 23.00 20.00 Permit Fee $ NEW CONST. OR ADDNS. Plan Checking Fee $ Energy Plan Checking Fee $ $ _ PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 EX. Occup. OUTLEr OR FDnLRES PERMIT FEE 1 j ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo; on =s 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. DWEWNG nOCCUP. ncc funs SO 3.50Fr� //77 EX. Occup. OUTLEr OR FDnLRES BAL @ .� Ex. Occup. DURE 3�61D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE i § ►'-j — -- MECHANICAL PERMIT I Fling Fee 1 20.00 6.50 Ventilation Mobile Home Installation Fee Is Energy Inspection Fee 1 $ OCC CONST.TYPE TOTAL f EE $ HAz. D. FEES „ IMP I WD I COF I PARCEL I PC I HD ISSUE This permit is hereby Issued u der the applicable provisions of the Butte County Code a d/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 I-eQ S!�, AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot \ setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, / burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AN PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves z S S f f�� NAME [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 I= ��T rF Butte County Department of Development Services 0 0 Building Division 0 0 r: '; _ - 7 County Center Drive , 0 -� e►" .0 c�UN�y Oroville, CA 95965 (530)538=7541. REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any -refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for payment processing. v C ILAC ILA MANTS=NAME • MAILING ADDRESS:(.:X.:...`.:_ -a'.I:. P�:�':.u:'',. .::: isuhf:L::::_:.v,•-�':-�i.:T..::�e .i....=2: �:.;:.:. :, •.: zl�bvt�I� ` l�f✓o PHONE: (:5):5;$`-1'5.`.0`.`:::';.; - ASSESSOR'S-PARCEL.NO.:- - [Please use one claim form per permit.] --BLDG-PER MIT'NO:: C .: - Receipt No. 1 Receipt No. 2 Receipt No. 3 1 r� T RECEIPT NO. fRECET_P_T DATE-----��D`� �. _ - . COW _RECEIPT AMOUNT:--�-- �- ---..; �V--'�.:.._ .....:........ . REASON FOR REFUND REQUEST: V10+ :.�ct t1 C ,�.U; at , ;::. =Lig . ` 0-ecV� Check those fees which you wish to have considered for refund: wilding Permit Fees ` =Sheriff Fees =SRA Fees (CDF Fire Planning), =Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature Date K:/Forms/Refund Application 082203 TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Mat Plan Anachad ✓ Roar Plan Anactmd So to 8.0 �! . ,e®SS X02 /-�.o�,�z�» o ,�i� . Dld� •/O - �'% Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well ✓ Clearance for dwelling. Other S W / ADASs 7'/0A-) Hold final for: Final clearance O.K. for: NOTE: vironmental H 8/96 Specialist o -o Date TABLE OF CONTENTS TOC Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 Project Address........ 12 PALERMO DRIVE ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -TOC User#-MP2246 User-Barry-Rubanoff Run-ROSS ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 Project Address........ 12 PALERMO DRIVE *******_____________________ OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM CF -1R IUser#-MP2246 User -Barry Rubanoff Run -ROSS _- _--_--_ ------------------------------------------------------------ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1801 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 0.43 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 20 % of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 14.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type -------- Type ------- R -value R -value R -value U -factor Location/Comments Wall Wood -------- R-21 -------- R-0 ------- R-21 ------- =----------------------- 0:059 Roof Wood R-11 R-27 R-38 0.025 Attic Floor Wood R-19 R-0 R-19 0.040 CRAWL Door n/a R-0 R-n/a R-0 0.330 TO GARAGE FENESTRATION ------------ Over- Area U- Exterior hang/ Orientation -------- (sf) Factor ----- ------ SHGC Shading Fins Location/Comments Wind Front (W) 16.0 0.350 ------ 0.320 -------- Standard ----- None -------------------------- VINYL/Slider/LOWE/SC=0.88 Wind Front (W) 20.0 0.350 0.320 Standard None VINYL/Slider/LOWS/SC=0.88 Wind Front (W). 24.0 0.350 0.320 Standard None VINYL/Slider/LOWE/SC=0.88 Wind Front (W) 24.0 0.350 0.320 Standard None VINYL/Slider/LOWE/SC=0.88 Wind Front (W) 15.0 0.330 0.350 Standard None Vinyl/Fixed/LOWE/SC=0.88 Wind Front (W) 15.0 0.330 0.350 Standard None Vinyl/Fixed/LOWS/S;C=0.88 Wind Back (E) 80.0 0.350 0.320 Standard None VINYL/Slider/LOWE/SC=0.88 Wind Back (E) 12.5 0.350 0.320 Standard Yes VINYL/Slider/LOWE/SC=0.88 Door Back (E) 20.0 0.500 0.650 Standard Yes Wood/Hinged/SC=0.88 Wind Back (E) 12.5 0.350 0.320 Standard Yes VINYL/Slider/LOWE/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R ---------------- ---------------------------------------------------- Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-ROSS ------------------------------------------------------------------------------- FENESTRATION Over- HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location ------------ ------------ ------- ----------- Furnace 0.800 AFUE n/a Attic ACSplit 12.00 SEER No Attic REMARKS Location/Comments Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 VINYL/Slider/LOWE/SC=0.88 VINYL/Slider/LOWE/SC=0.88 Tested Duct Duct R -value Leakage ------- ------- R-4.2 NO R-4.2 NO ACOA Manual Thermostat D Type ------ ---------- No Setback No Setback Area U- Exterior hang/ Orientation ---------------- (sf) Factor SHGC Shading Fins Wind Back (E) ----- 72.0 ------ 0.330 ------ 0.350 -------- Standard ----- None Wind Back (E) 30.0 0.330 0.350 Standard None Wind Right (S) 10.0 0.350 0.320 Standard None Wind Right (S) 10.0 0.350 0.320 Standard None HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location ------------ ------------ ------- ----------- Furnace 0.800 AFUE n/a Attic ACSplit 12.00 SEER No Attic REMARKS Location/Comments Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 VINYL/Slider/LOWE/SC=0.88 VINYL/Slider/LOWE/SC=0.88 Tested Duct Duct R -value Leakage ------- ------- R-4.2 NO R-4.2 NO ACOA Manual Thermostat D Type ------ ---------- No Setback No Setback CERTIFICATE OF COMPLIANCE:, RESIDENTIAL Page 3 CF -1R ------------------------------------------------- Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-ROSS ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... STEVE & LISA ROSS Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. (date)) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-1R Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 Project Address........ 12 PALERMO DRIVE *******--------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 Climate Zone........... 11 Building Permit # Plan Check / Date Field Check/ Date --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM MF-1R ------------------User#-MP2246 User -Barry Rubanoff Run-ROSS ---------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by.more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM MF-1R ------------------User#-MP2246 User -Barry Rubanoff Run -ROSS ---------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed.Zi SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... STEVE & LISA ROSS Date 01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -ROSS ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment �Jj/ COMPUTER METHOD SUMMARY Page 7 C -2R ---------- ----___ Project Title.......... STEVE & LISA ROSS Date 01/25/04 16:38:29 Project Address........ 12 PALERMO DRIVE ******* --------------------- OROVILLE,.CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date -- Climate Zone........... 11 ------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run -ROSS ------------------ ------------------------------------------------------------ MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 18.19 ---------- 16.14 ---------- - 2.05 = = Space Cooling.......... 11.78 13.41 -1.63 = = Total 29.97 29.55 0.42 = _ *** Water Heating not calculated GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1801 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 0.43 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 26239 0 sf Floor cf 20 a of floor area 0.35 Btu/hr-sf-F 0.35 14.6 ft COMPUTER METHOD SUMMARY Page 8 C -2R ------------------------------------------------------- Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-ROSS ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE - New 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Roof 9 Floor 10 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1801 26239 0.43 Yes Setback 8.0 Standard No Wind Front OPAQUE SURFACES Wind Front Area U- --------------- Insul Act (W) Solar Form 3 Location/ (sf) ------ factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 366 0.059 21 270 90 Yes W.21.2X6.16 Back 190 0.059 21 270 90 No W.21.2X6.16 Back 553 0.059 21 0 90 Yes W.21.2X6.16 Back 39 0.059 21 0 90 No W.21.2X6.16 Right 428 0.059 21 90 90 Yes W.21.2X6.16 506 0.059 21 180 90 Yes W.21.2X6.16 92 0.059 21 135 90 Yes W.21.2X6.16 1389 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 1389 0.040 19 n/a 0 No FC.19.38X916 CRAWL 18 0.330 0 270 90 No None TO GARAGE Orientation ------------------ HOUSE - New 1 Wind Front (W) 2 Wind Front (W) 3 Wind Front (W) 4 Wind Front (W) 5 Wind Front (W) 6 Wind Front (W) 7 Wind Back (E) 8 Wind Back (E) 9 Door Back (E) 10 Wind Back (E) 11 Wind Back (E) 12 Wind Back (E) 13 Wind Right (S) 14 Wind Right (S) FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 16.0 0.350 0.320 270 90 Standard VINYL/Slider/LOWE/SC=0.8 20.0 0.350 0.320 270 90 Standard VINYL/Slider/LOWE/SC=0.8 24.0 0.350 0.320 270 90 Standard VINYL/Slider/LOWE/SC=0.8 24.0 0.350 0.320 270 90 Standard VINYL/Slider/LOWE/SC=0.8 15.0 0.330 0.350 270 90 Standard Vinyl/Fixed/LOWE/SC=0.88 15.0 0.330 0.350 270 90 Standard Vinyl/Fixed/LOWE/SC=0.88 80.0 0.350 0.320 90 90 Standard VINYL/Slider/LOWE/SC=0.8 12.5 0.350 0.320 90 90 Standard VINYL/Slider/LOWE/SC=0.8 20.0 0.500 0.650 90 90 Standard Wood/Hinged/SC=0.88 12.5 0.350 0.320 90 90 Standard VINYL/Slider/LOWE/SC=0.8 72.0 0.330 0.350 90 90 Standard Vinyl/Fixed/LOWE/SC=0.88 30.0 0.330 0.350 90 90 Standard Vinyl/Fixed/LOWE/SC=0.88 10.0 0.350 0.320 180 90 Standard VINYL/Slider/LOWE/SC=0.8 10.'0 0.350 0.320 180 90 .Standard VINYL/Slider/LOWE/SC=0.8 COMPUTER METHOD SUMMARY Page 9 C -2R ------------------------------------------------------ Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-ROSS ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) Wdth Hgth Dpth Hght Ext ----- ----- ----- ---- ---- ---- Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New ---- ---- ---- ---- ---- ---- ---- 8 Window 12.5 2.5 5.0 2.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 20.0 3.0 6.67 2.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.5 2.5 5.0 2.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ------------ Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ----------- R -value Leakage D Eff HOUSE -------------------- ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 REMARKS HVAC SIZING Page 10 HVAC ------------------------------------------------------ Project Title.......... STEVE & LISA ROSS Date..01/25/04 16:38:29 Project Address........ 12 PALERMO DRIVE ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field -Check/ -Date -- Climate Zone........... 11 ---- Compliance Method....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -ROSS Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-ROSS ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume.. ................. Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....:.. Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1801 sf 26239 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78. F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar ...:................ Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load Heating (Btuh) 9002 5068 n/a 14925 n/a 2899 31894 n/a 31894 270 deg (W) Cooling (Btuh) 4688 3294 9768 6128 903 2478 27259 5452 32711 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designers responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all Steve And Lisa Ross Ell 0 MiTek0 Re: Ross Ross Residence MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by NorCal Lumber Company.- Pages ompany: Pages or sheets covered by this seal: RI 1159712 thru R11159719 My license renewal date for the state of California is June 30, 2005. 14 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI- 1995 Sec. 2. Job Truss Truss Type Qty Ply Ross Residence PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.13 15 >999 R11159712 ROSS A10 ROOF TRUSS 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.58 HOrz(fL) 0.18 11 n/a BCDL 7.0 (optional) NUK UAL LUMtitK, MAKYJVILLt,UA `JZ)Wl i1 0 4.ZD1 JKl S JUI 6 zuui mi I eK mOuSlnes, Inc. t -n Jan Z3 US:b6:3b 2U04 Page 1 -2-" } 5-10-10 1 10-11-5 t 16-" 1 21-0-11 26-1.6 1 28-0-0 I 32-" 134-0-0 2-" 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 1-10-14 3-11-12 2-" Scale: 3/16"=1' 5x8 = NO TOP CHORD NOTCHING IS ALLOWED WITHIN 48" OF THE HEEL JOINTS. 6.00 12 3x4 i 3x8 \\ 3x4 -�'- 3x4 10x10 i 4 3x4 - 5 3x4 3x4 3x8 3.00112 SUPPORT BY OTHERS 3x6 8X8 i - 5-10-10 10-11-5 1 16.0-0 21-0-11 26-1-6 28-0-4 1 32-" 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 1-10-14 3-11-12 Plate Offsets (X,Y): [2:1-4-7,0-3-61,[2:0-4-1,0-0-11)_[3:0-5-0,0-", 4:0 -1 -0,0 -5 -0j, [6:0 -1-0,0-5-0]_[8:0-3-12,0-5-8L [9:0-5-15, Edge], [9:0-10-3,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.13 15 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.27 15-16 >999 BCLL 0.0 Rep Stress Incr YES WB 0.58 HOrz(fL) 0.18 11 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 221 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 OF Std -G REACTIONS (Ib/size) 2=998/0-3-8,11=1320/0-3-8 Max Horz 2=-121(load case 3) Max Uplift 2=-71 (load case 5), 11=-230(load case 5) BRACING TOP CHORD Sheathed or 53-0 oc purlins. BOT CHORD Rigid ceiling, directly applied or 10-M oc bracing, Except: 6-M oc bracing: 11-12,9-11. FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-3138, 3-4=-2388, 4-5=-1633, 5-6=-1636, 6-7=-1712, 7-8=-602, 8-9=1125, 9-10=21 BOT CHORD 2-16=2897, 15-16=2890, 14-15=2202, 13-14=1579, 12-13=555, 11-12=-846, 9-11=-1043 WEBS 3 -16=78,3 -15= -668,4 -15=268,4 -14= -702,5-14=1195,6-14=-69,6-13=-207,7-13=994,7-12=-703,8-12=1420, 8-11=-1340 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity bye �' surface. 8) This russi s has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 0?,pF cESS/pqnl C11180 za * EXP. 0&30/05 eo"C January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ., TOP CHORDS other. �$ g C2 C3 J5 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane 3 O 5�,, 3 at joint locations. O U �y U 4. Unless otherwise noted, locate chord splices O at 1/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate O ~ C8 C7 C6 r BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports)engineer. occur. � Mi Te k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Jbb Truss Truss Type Qty Ply Ross Residence DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 811159713 ROSS A11 ROOF TRUSS 1 1 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.40 14-15 >905 (optional) .2.0-0 I 5-10-10 2-0-0 5.10.10 —V 1 — I a — 1 . <vvc IVII I CR 111UUbnitlb, Inc, rn Jdn Ld v0:40:vy cvvv rage i 10-11-5 16-0-0 21-0-11 26-1-6 30-0-0 32-0-0 1 340-0 5-0.11 5-0.11 5.0-11 5-0-11 3-10-14 1-11-12 2.0.0 Scale = 1:61.1 5x5 - 6.00 12 5 V I SUPPORT BY OTHERS 5.10-10 10-11-5 16-0-0 21.0.11 26.1-6 3044 32.0-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 3-10-14 1-11-12 Plate Offsets (X,Y): [3:0-2-8,0-3-0],[8:0-5-12,0-2-01,[12:0-2-8,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.52 Vert(LL) -0.19 15 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.40 14-15 >905 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.27 11 n/a - BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/dell = 360 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 3-3-15 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 OF Std -G Except: 6-0-0 oc bracing: 11-12,9-11. REACTIONS (Ib/size) 2 =1086/0-3-8, 11 =1232/0-3-8 Max Horz 2=-108(load case 3) Max Uplift 2=-84(load case 5), 11 =-155(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-3221, 3-4=-2626, 4-5=-1949, 5-6=-1949, 6-7=-2341, 7-8=-2166, 8-9=649, 9-10=21 BOT CHORD 2-16=2940, 15-16=2936, 14-15=2421, 13-14=2158, 12-13=1997, 11-12=-426, 9-11=-586 WEBS 3-16=77, 3-15=-501, 4-15=231, 4-14=-635, 5-14=1480, 6-14=-367, 6-13=22, 7-13=157, 7-12=-319, 8-12=2360, 8-11 =-1239 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5 at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer hould verify capacity of bearing surface 6 -is tr sas been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Oyt,pFESS/O , � .. c C. AIV - C 17180 z * EXP. 06/30/05 * �1T CIV <T OFCAUF January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. '4' /g cz c3 J5 3. Place plates on each face of truss at each Cy 3 joint and embed fully. Avoid knots and wane 0 y� 3 at joint locations. _ �' O U �y U U 4. Unless otherwise noted, locate chord splices O CL at 1/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate '- ca c7 cs O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022 -W,.970036 -N unless otherwise noted. continuous lateral bracing. ri 12. Anchorage and / or load transferng. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at M1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 1114 1 1101,F3 engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Jbb Truss Truss Type City Ply Ross Residence 261-6 32.0.0 R11159714 ROSS Al2 ROOF TRUSS 15 1 5.10-10 Plate Offsets (X,Y): [2:0 -3-12,0-1-81,[3:0-2-8,0-3-01,[7:0-2-8,0-3-01,(8:0-3-12,0-1-81 (optional) -2-0-0 I 5-10-10 2.0-0 5-10-10 �.. , , o ..tea , , 1- ,.,, , o,. ,nuuau,w, un:. — man co vu:vu: 1v cvvv rage 1 10-11.5 160160-0 1 21-0.11 261-6 32-0-0 34- 5-0-11 45-0-11 5-0-11 5.0-11 5-0-11 5.10-10 2-0-0 - Scale = 1:60.5 5x5 - 6.00 12 5 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-1-12 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (lb/size) 2 = 1158/0-3-8, 8 = 1158/0-3-8 Max Horz 2=-93(load case 3) Max Uplift 2=-92(load case 5), 8=-92(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-3516, 3-4=-2931, 4-5=-2258, 5-6=-2258, 6-7=-2931, 7-8=-3516, 8-9=22 BOT CHORD 2-14=3210, 13-14=3206, 12-13=2702, 11-12=2702, 10-11 =3206, 8-10=3210 WEBS 3-14=77, 3-13=-490, 4-13=228, 4-12=-630, 5-12=1757, 6-12=-630, 6-11 =228, 7-11 =-490, 7-10=77 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber. DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q�pFESS/p (�. C 17180 21 X) * EXP. 06/30/05 * i sT9T CIV 11 SNP FBF CALIF4� January 23,2004 r 5-10.10 10-11-5 16-0-0 21-0-11 261-6 32.0.0 5.10-10 5.0-11 5-0.11 5-0-11 5.0-11 5.10-10 Plate Offsets (X,Y): [2:0 -3-12,0-1-81,[3:0-2-8,0-3-01,[7:0-2-8,0-3-01,(8:0-3-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.57 Vert(LL) -0.26 12 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.54 12 >704 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.40 8 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 142 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-1-12 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (lb/size) 2 = 1158/0-3-8, 8 = 1158/0-3-8 Max Horz 2=-93(load case 3) Max Uplift 2=-92(load case 5), 8=-92(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-3516, 3-4=-2931, 4-5=-2258, 5-6=-2258, 6-7=-2931, 7-8=-3516, 8-9=22 BOT CHORD 2-14=3210, 13-14=3206, 12-13=2702, 11-12=2702, 10-11 =3206, 8-10=3210 WEBS 3-14=77, 3-13=-490, 4-13=228, 4-12=-630, 5-12=1757, 6-12=-630, 6-11 =228, 7-11 =-490, 7-10=77 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber. DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q�pFESS/p (�. C 17180 21 X) * EXP. 06/30/05 * i sT9T CIV 11 SNP FBF CALIF4� January 23,2004 r Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property • securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ �/$ ~ C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane V �, 3 3 0 at joint locations. �+ U �h U 4. Unless otherwise noted, locate chord splices O 0- at 1/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture. content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE.APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at _ 14. Do not cut or alter truss member or plate, without prior approval of, a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. . MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Ross Residence CSI DEFL in (loc) I/defl -PLATES GRIP TCLL 16.0 Plates Increase 1.10 R11159715 ROSS A20 ROOF TRUSS 1 1 Vert(TL) -0.48 12-13 >794 - BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.38 8 n/a Lptional ti.- ori i a qui o cvv i wn i UK 1nous1ne5, Inc. rn ,lan Zs U0:00:ZZ ZUU4 Yage 1 f 1 -2-0-0 5-10-10 10-11-5 16-0-0 I 21-0-11 I 26-1-6 32-0-0 134-0 0 2-0-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 2-0-0 5x8 Scale = 1:63.0 = 8x10 i 6.00 12 3x4 i 3x8 \\ 3x4 - 3x4 -5- 10x10 10x10 e 3.00 12 3x4 5 3x4 3x4 3x8 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 48" OF THE HEEL JOINTS. 3x4 � 3x4 10x10 3x8 8x10 N M 91v O 5-10-10 10-11-5 16-0-0 21-0-11 26-1-6 32-" 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5.10-10 Plate Offsets (X,Y): [2:135,0-3-71_[2:0-4-0,0-0-101, [3:0-5-0,0.8-8], [4:0-1-0,0-5-0], [6:0-1-0 0-5-0] [7:0-5-0 0-6-81 [8:0-4-0 0-0-10], [8:1-4-1,0-3-61 LOADING (psf) SPACING 2-0-0, CSI DEFL in (loc) I/defl -PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.23 12 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.48 12-13 >794 - BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.38 8 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 220 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=1158/0-3-8,8=1158/0-3-8 Max Horz 2=92(load case 4) Max Uplift 2=-92(load case 5), 8=-92(load case 5) BRACING TOP CHORD Sheathed or 4-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-3875, 3-4=-3107, 4-5=-2351, 5-6=-2356, 6-7=-3107, 7-8=-3875, 8-9=22 BOT CHORD 2 -14=3577,13-14=3576.12-13=2864,11-12=2864,10-11=3576,8-10=3577 WEBS 3-14=76, 3-13=-691, 4-13=265, 4-12=-702, 5-12=1837, 6-12=-695, 6-11=265, 7-11=-690, 7-10=76 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. QROF ESS/p n� C. ANDS. << C17180Za * EXP 06/30/05 s1T91 CIV1X� _ OF CAUo January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. /$ C2 C3 J5 3. Place plates on each face of truss at each p cq joint and embed fully. Avoid knots and wane + O at joint locations. U �y = " U 4. Unless otherwise noted, locate chord splices CL O � at '/4 panel length + 6" from adjacent joint.) P 9 (- 1 1 ) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at — 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 813, engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Ross Residence 62.12 62.12 69-4 Plate Offsets (X,Y): [1:0 -4 -0,0 -2 -11,[2:0 -1-0,0-5-01,[4:0-1-0,0-5-01,[5:0-4-0,0-2-11,[7:0-2-8,0-3-01 LOADING (psf) 811159716 ROSS B10 ROOF TRUSS 1 1 Plates Increase 1.10 TC 0.18 Vert(LL) -0.06 8-9 >999 M1120 220/195 TCDL 10.0 (optional) 69-4 I 13-0.0 69-4 62-12 3x4 .an, a v..a , , avvc rvn,crt muWl11CJ, OIG, -1 Jdn GJ VD:YD: 13 4UU4 rage I 19-2-12 260.0 260-0 62-12 69-4 2-0-0 5x8 - Scale = 1:57.1 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 3x4 i 3 3x4 -z�- CONN. OF GABLE STUDS BY OTHERS. 'l„A 1.5x4 [ 3x8 - 5x5 — Iv 0 REACTIONS (lb/size) 1 =848/0-3-8, 5=960/0-3-8 Max Horz 1=-122(load case 3) Max Uplift 1=-8(load case 5), 5=-90(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1426, 2-3=-957, 3-4=-957, 4-5=-1426, 5-6=23 BOT CHORD 1-9 =1280, 8-9 =1280, 7-8 =1280, 5-7 =1280 WEBS 2-9 = 90, 2-8 =-479, 3-8 = 530, 4-8 =-477, 4-7 = 90 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual - building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nt Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 563 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. 0?,pF ESSlpYV C. ANn_ r�`lr- C 17180 z)ITI * EXP. �WC►VI� �P January 23,2004 69-4 13.0-0 19.2.12 260-0 69-4 62.12 62.12 69-4 Plate Offsets (X,Y): [1:0 -4 -0,0 -2 -11,[2:0 -1-0,0-5-01,[4:0-1-0,0-5-01,[5:0-4-0,0-2-11,[7:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/clef] PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.06 8-9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.12 8-9 >999 , BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 5 n/a BCDL 7.0 Code UBC97/ANSI95 1 st LC LL Min I/defl = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No. t &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G OTHERS 2 X 4 DF Std -G REACTIONS (lb/size) 1 =848/0-3-8, 5=960/0-3-8 Max Horz 1=-122(load case 3) Max Uplift 1=-8(load case 5), 5=-90(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1426, 2-3=-957, 3-4=-957, 4-5=-1426, 5-6=23 BOT CHORD 1-9 =1280, 8-9 =1280, 7-8 =1280, 5-7 =1280 WEBS 2-9 = 90, 2-8 =-479, 3-8 = 530, 4-8 =-477, 4-7 = 90 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual - building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nt Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 563 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. 0?,pF ESSlpYV C. ANn_ r�`lr- C 17180 z)ITI * EXP. �WC►VI� �P January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /g,-► /g c2 c3 J5 3. Place laces on each face of truss at each p6 o c, joint and embed fully. Avoid knots and wane � �� 3 0 O= v P� 3` at joint locations. O U �y U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6' from adjacent joint.) ' For 4 x 2 orientation, locate C8 c7 cO BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber.. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be. sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING sBccl 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 11144 V engineer. .5 Mi Te k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Jub " - Truss Truss Type Qty Ply Ross Residence LOADING (psf) CSI R11159717 ROSS B11 ROOF TRUSS 7 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 8-9 >999 (optional) rr Q0 v.cv 1 an 1 s Ota 1 r 4002 IVH 1 eK muustnes, mc. Fri .tan 23 06:46: 14 2004 rage l 6-9.4 ) 130-0 19-2-12 26-0-0 28-0-0 6.9.4 6-2-12 6-2.12 6-9.4 2-0-0 5x5 = Scale = 1:52.9 3 1.5x4 11 3x8 = 5x5 = c� 1� 0 6-9.4 13-0-0 19-2-12 26-0-0 6.9.4 6.2.12 6-2-12 6-9-0 Plate Offsets (X,Y): [7:0-2-8,0-3-0) SPACING 2-0-0 LOADING (psf) CSI DEFL in (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.06 8-9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 5 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 113 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 5-4-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 1 =848/0-3-8, 5=960/0-3-8 Max Horz 1=-124(load case 3) Max Uplift 1=-8(load case 5), 5=-90(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1372, 2-3=-932, 3-4=-932, 4-5=-1372, 5-6=23 BOT CHORD 1-9 =1219, 8-9 =1219, 7-8 =1219, 5-7 =1219 WEBS 2-9 = 90, 2-8 = -439, 3-8 = 510, 4-8 =-439, 4-7 = 90 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. FESS/0 V LOAD CASES) Standard Q�'O. c C. ANn �� OfrdC17180 z� * EXP. 06/30/05 sX c)v)k. �P gTFOF CAL�F��� ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE January 23,2004 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property , securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ C2 C3 J5 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane U �, 3 0 at joint locations. U �h U 4. Unless otherwise noted, locate chord splices O at 'A panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate Ce BOTTOM CHORDS cb O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at _ 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.°I� engineer. MiTek® �' 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Jbb Truss Truss Type Qty Ply Ross Residence 26-0-0 2 X 4 DF Std -G OTHERS 6-9-4 811159718 ROSS C10 ROOF TRUSS 1 1 LOADING (psf) SPACING 2-0-0 CSI (optional) ,.., 1-1 --- . �'—' .1 i —ZV I an i s vcr i r 4wZ Ivn I UK mauscrles, mc. rn uan to U0:40: I 0 [w4 rage 1 -2-0-0 1 6.9.4 1 13-0-0 ( 132-12 2-0-0 6-34 6.2.12 6-2-12 5x8 - 3x4 i 3x4 3x4 4 26-0-0 1 28-0-0 6.9.4 2-0.0 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. CONN. OF GABLE STUDS BY OTHERS. 1.5x4 II 3x8 - 5x5 — Scale = 1:58.9 LUMBER 6-9-0 2 X 4 OF No.1 &Btr-G 13.0.0 132-12 26-0-0 2 X 4 DF Std -G OTHERS 6-9-4 6.2-12 6-2.12 6.34 Plate Offsets IX,Y): [2:0 -4 -0,0 -2 -11,[3:0 -1-0,0-5-01,[5:0-1-0,0-5-0],[6:0-4-0,0-2-11,[8:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in 1100 I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.06 9-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 6 n/a BCDL 7.0 Code UBC97/ANSI95 1 st LC LL Min I/defl = 360 Weight: 210 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 DF Std -G OTHERS 2 X 4 OF Std -G REACTIONS (Ib/size) 2=960/0-3-8, 6=960/0-3-8 Max.Horz 2=-76(load case 3) Max Uplift 2=-90(load case 5), 6=-90(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1426, 3-4=-957, 4-5=-957, 5-6=-1426, 6-7=23 BOT CHORD 2-10 =1280, 9-10 =1280, 8-9 =1280, 6-8 =1280 WEBS 3-10=90, 3-9=-479, 4-9=530, 5-9=-477, 5-8=90 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inca Q�pF ESS/0 AN�� l C1 z * EXP. 06/30/05 S'X CIV FOF CALIF�Q- January 23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. /$ �/$ ~ C2 C3 J5 3. Place plates on each face of truss at each p c, joint and embed fully. Avoid knots and wane U �, 3Z 3 0 at joint locations. U �y U 4. Unless otherwise noted, locate chord splices/4 at ' panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~CS C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection.. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atM1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.engineer. IF] MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Ross Residence in floc) I/defl TCLL 16.0 Plates Increase R11159719 ROSS C11 ROOF TRUSS 13 1 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 9-10 (optional) —,. .,— , ..1—, —V I an I s vci i r cwc IVU I UK inuusrnes, mc. rn jan [a uo:4o: i o..euuv rage 7 n 0 -2-0.0 69-4 13-0-0 19.2-12 26-0-0 260-0 2-0-0 69-4 6-2-12 6.2.12. 69.4 2-0-0 - 5x5 - Scale = 1:54.4 4 6-9-0 1.5x4 3x8 - 5x5 - 13-0.0 I 19-2-12 62-12 62-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.06 9-10 >999 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 6 n/a BCDL 7.0 Code UBC97/ANSI95 list LC LL Min I/defl = 360 LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 2=960/0-3-8, 6=960/0-3-8 Max Horz 2=78(load case 4) Max Uplift 2=-90(load case 5), 6=-90(load case 5) FORCES Iib) - First Load Case Only TOP CHORD 1-2=23, 2-3=-1372, 3-4=-932, 4-5=-932, 5-6=-1372, 6-7=23 BOT CHORD 2-10=1219, 9-10=1219, 8-9=1219, 6-8=1219 WEBS 3-10=90, 3-9=-439, 4-9=510, 5-9=-439, 5-8=90 C? I� 0 >60.0 69-4 PLATES GRIP M1120 220/195 Weight: 116 Ib BRACING TOP CHORD Sheathed or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. 99,0F ESS/p q ANON �. EXC"" z * P. 06 /30!05 'PAX' Civil- January23,2004 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. 78 8 cz cs JS 3. Place plates on each face of truss at each � 9 3 joint and embed fully. Avoid knots and wane O u at joint locations. O U �y U 4. Unless otherwise noted, locate chord splices O CL at'/. panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate ca BOTTOM CHORDS ce O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted; this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE, 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. EARING BEARING- Indicates location of joints at we 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. iiws engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. RESIDENTIAL 068-130-087 PERMIT#94-2623. UYEHARA, JANE TODD 12 PALERMO DR., OROVILLE CONT: DON SCRIBNER CONSTRUCTION NEW PRI DET GARAGE JOB FINALED (Date) G Signature J=OK O = Not OK N t Readyot MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s . Roo hthg-Roofing 1. Zoning Requirements -Setbacks -Easements xt.; Steps -Doors -Landings 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete C Card B-1 U4 Date Card B-1 I P LS (Plans) OK except #'s 6. Gas; Location -Test -Wrap: / /•'L"ft. / /"Nat. or/ P L" ft./ /"LPG 1. Setbacks -Easements 7. Well Clearance & Disconnect 2. Soils; Compaction -Structure Stability 8. Utility Clearance 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 1. Zoning Requirements -Setbacks Easements Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 2. Footings; Size -Spacing -Marriage Line 9. Health Department Approval 3. Gas; MH Test -Demand -Valve -Connector 10. Plumb.; Cir. Test -Water Supply Test 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card B-1 Date Card B' 1 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date -DECK$rCOVERS, CARPORTS, GARAGES, Plans OK except #'s l�jrp� . � Requirements -Setbacks -Easements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors �/ �` . ,MO.' i/ Fr Sils-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh a . Roo hthg-Roofing xt.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Dat40 Date f C Card B-1 U4 Date Card B-1 I P LS (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 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 ( = Date UNDERFLOOR (Plans) OK except #i's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ft's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------------- --------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ------- ------- ------------------------------ 18. 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 Card B-1 - - Date - Card B-1 -------------------------- ------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's --- - 222. Fixture & Transformer Clearance -Ins. Protection --------------------------------------------- -- - - 23. Elec_Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ---------- ----------------------------------------------------- - 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------- ------------------ 26. Equip. 26. Equip. Ground made 'up w/Mech. Fastners-Bond Gas & Water ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al ------------ - ------------------------------------------------------- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- -------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------------------ ---------------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. --------------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector --------------------------------------------------------------------------------- Date --- --- Card --------------- --- - B -t Date Card -B- 1 ---- -- ------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except rr's 34. A.C. Ducts Insulation & Support ------------------------------------------------7--------------------------------- 35. Vent Fan: Exhaust above insulation --------------------------------------------------- ----------- 36. Condensate Drain & Overflow: Size & Grade ------------------------------------ - -- - - --- ---------- 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------------------------- - - 38 Attic Access & Platform if Furnance in Attic ------------------------------- ------------------------------------------------- Date ----------------------------------------------- Date Card -B-1 Date Card -B- 1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 39. Sils. Proper Material & Anchors - -- ...----------------------------------------------------- 40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------- -- - -- - ---- -------------------------------------- ------------- Bearing Walls over Girders & Floor Nailing - - --------------------------------------------- 42. Draft Stop in Walls (rat proof) ----------- --------------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- ----- --50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------------ -- --- 55.- Siding -Nailing Veneer ------------------ --- __---------- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ____ 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: -Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------------ - Date ______ ____Card B-1___ Date Date Card B-1 Date Card B-1 Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------------ -- 62..- Smoke Detector --------------- ------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection -------------------- 64. Bedroom Exiting 65.--G.-F. L& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels _ -------------- 67. Stairs & R_ails 68. Fireplace or Stove: Clearances -Hearth ---._. - ------ ---------------------------- 6J. Elec. Outlets at Wood Panel: Int. & Ext. -_____1 ------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ------------- -- 72. Garage Fire Door: Swing -Landing -Closer -- - ----- ------ --- --------------------- - 73. A.C. Duct in Garage -Damper - ----- - ------------------ 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage_ Above Floor-Mech. Protection ------------ - 75. Plb.. Elec. -&-Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ----------------------------------------------- -- 78. Guard Rails & Deck Construction -Post Caps - -------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - - --- ----------------- --- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing - - - -------------------------------- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - ----------- --------------- - 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - - -------------------------- -------------------------- 87. Glass Protection -.. ---------------------------------------- 88. ----------------- 88. Corrections from Previous Inspections --- --------------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------------------------------------ -------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------------------------------ ------ ---- Date Card B-1 Date Card B-1 -- - - - - -- - ---- --- ----------------- ------- Date Card _B- 1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF,DEVELOPMENT SERVICES - BUILDING DIVISION 7 CountyCenter Drive. p ��oville, California 95965 -Tele hone (916) 538-7541 PERMIT N0. APPLICATION AND PERMIT 4741 - ASSESSOR PARCEL NUMBER 068-130-087 ZONIN92 BUILDING PERMIT OWNER UYEHARA, JANTE, TODD ALEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12 PALERMO DR DROVITLE., 99966 560 M 10,080.00 CONTRACTOR'S NAME DON SCRIBNER CONSTRUCT ON TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE N0. Plan Checking Fee $ 81 9n ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ 22 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20•00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other El,,,,// Describe Work: 61-o% PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service10V OR LESS 1 200A OR LESS I 23.00 Main Service ( 200A To 1000A ) 46.00 NEW OCCUP. OR ADONS.T ( D 8, ELLINACCGBLDS. I 3.50 F°' 19.60 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) - ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force an fact. License No. �T 95QSEClassification ❑ I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. 1 BRANCH CIRCUITS I @7.50 ( POWERAPPARATUS ) B SINGLE OU TL ET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 0 .50 FIXED APPLNS. OR Ex. Occup. (OUTLETS IRESID.1 EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 39.60 Contractor MECHANICAL PERMIT Filing Fee 20.00 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. 1 agree to comply to all Butte County Ordinances and California 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, sts, and expenses which may in any way accrue against said County in consequ ce of the granting o h' permit. X Date /K'_7 I S -g o plicant - ❑ Owner O Contractor O Agent �—' An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ cc CONS'.. YV- V TOTAL FE $ HAZ- I D. FEES IMP F 0 I CD PARCEL I PD HD This permit is hereby issued under the B of the Butte Count Y Code and/or Resolutions indicated above for which fees h e been BY PERMIT EXPIRES ON lDer 1 applicable provisions to do wor psi D to ' Receipt No. 167750 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT N . y New, oncea-lay ToL�9 (loratadine) Copyright 01992. Schering Corporation, KeniMrotth, W 07033. � All righfsresenrtd. CR -154/17204203 11192 Printed in U.S.A. Please see accompanying full Prescribing Information. printed on Recycled paper.' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWfV�R— PERMIT NO. t A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional a planation, please contact this offices immediately. k" f 1-4 /f # el L / / / I \ 1 U r U _ Ll 0 A& -e L4 r! A1,410'eW,L Date JX/ Inspector REV 10/92 a. E.H. USE ONLY Plot Plan Anachad Floor Plan AmacW ' Seat to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance l ODD blYEAY9 A- ?A-L(aa,ti o 7)p 6?-130 -o? 7 Owner Location 0A,0, AP# Plan Approved for: Sewa I I a r ---- va Clearancefog_ e. Other�x �� S Final clearance O.K. for: Environmental Health R/U*7 sM- COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTYCENTEf, DRIVE- OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 OWNER k Proposed Building Use, PERMIT APPLICATION DATASHEET No. D� 3 Building Inspector G Date 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......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ............... ........................ 11. Impact fees as shown on attached schedule. . o' 12. California Department of Forestry plan approv /fees. .. 9,� ... . 13. Flood elevation letter 100 year flood)b C 1' o . eer. . ............... . 14. Sanitation and plot plan approval ✓�U i� Health Department. ........... 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..'. . Preanspedion reque-Fs 20. Pre -inspection for required. .. 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 ). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... i ................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. 32. Plan c4eck list. ......... ............................................ . 33. 34. When you issue the permit, rocess as follows: Mail to owner. Mail to contractor. !/Telephone nd hold for pickup at o office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. i Ai Pollution Date Copy of plans sent Health Dept. Fire Dept. O er Date By The following data must be submitted prior to permit issuan :, r le new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works i Sr� eb'ttlt S i f't, y. Sr rr t, •� f :. r L 5't Y5 (��f'•�. 'ts�fi�� •. � $. $� eilA�ty�j•,rtl tlC a S - �. �i,K I 4 � ? • {t ,µ5 6=• ` i 4 ,Jnr x, r t sc•f . 2 rYHELbt AUItr3020 yiftQ u'068-13-0=087 &FHARA., JANE` 4 FL2 -PALERMO,:DK..OROVILLE R : DAVID BOLT a ' •CONT - � r i ROOF/5F,on k: y F t t. _ F . F _ H�4,Z� :r r 7 COUNTY OF BUTTE - DEPARTMENT OF DEQ>EkOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 9,965 - Telephone (916) 538-7541 PERMIT NO APPLICATION, AND PERMIT 9 ASSESSOR PARCEL NUMBER 068-130--87 ZONING AR -1 BUILDING PERMIT OW C'{ `�` Ck a2 TELEPH E ' SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIF ADpR r , 1> q Orovil a 9596628 11 VL 111 SQ Con M0•0 CONTRACTOR' .NAM ll �LEPHONE ` 1 -7-59 C NTRAC, OC)LNR'S 71.1 � ADDRAjipESS�,� ` 1 /►YOv+ l le 65 Fireplace ' CONSTRUCTION LENDER ` JIIi Fit..[ V vl } l UNKNOWN Total Valuation $ 1 �jgQ • LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 39.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 59.00 12 Palermo Dr., OTOVille PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF)d Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W TYPE OF WORK New 1:1Addition ❑ Remodel ElUtilities 1:1Installation ❑ Other ElContractor Describe Work: )?,c Prrrp W, ComP• !,@20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 101 ORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 _ NEW CONST. DWELLING OCCUP. OR ADONS. ( S ACC. BLOS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ` CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) $ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full for, a and effect. License No �S OZl Z Classification ❑ I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BnL. @ I.50 Ex. Occu FIXED OR p' ( OUTLETS (RESIDRESID.1 EA. ) 5•00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 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 Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Coln in consequence of the granting of this permit. f/{ C� X Date /�� ��"ca ❑ --- Signature of Applicant - Owner 'Contractor Agent An OSHA permit. is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 59.00 • HAZ. I D. FEES I IMP I FL000 I CDF I PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte ounty Code and/or Resolutions to do work indicated boye for which fees have been paid. IRECTOR OF/PUBLIC WORKS By r {fJ// Date/04q-q.3 J PERMIT EXPIRES ON 4, 94 Io te) Receipt No. 153225 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 1 COUNTY OF BUTTE - DEPARTMENT,9F QEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-130-87 ZONING AR -1 BUILDING PERMIT O=X�� T L PH E pr, OU SQ. FT. OCC. BUILDING VALUATION WNER'S MAI GAD RESS Oroville 95966 28 SQ Comp1,680.00 CONTRACTOR'S NAM ` TELEPHONE 3 C NTRACTOR'S AIL NG ADORE O 2-e e Oroville 95965 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$1.680.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $io 00 ARCHITECT OR ENGINEER LICENSE NO, Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 59.00 12 Palermo Dr., Oroville PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W ` 20'00 TYPE OF WORK New ❑ Addition 90 Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: 1( Q/C �j� W/ Comp. PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) so. 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full for a and effect. LicenseNo�jC�/ It Classification ❑ I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ I am exempt under Sec. --,Business and Professions Code forthis reason NEW CONST.MULTI-OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.0000 BAL. Ex. Occu FIXED APPUNS. OR Occup. ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. tXI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 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 Butte County Ordinances and California 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 Co consequence of the granting of this permit. X oun Date AG %�/ Si nature of Applicant Owner ontractor ❑ Agent��- An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 59.00 HAZ. I D. FEES I IMP I FLOOD CDF I PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions ty Code and/or Resolutions to do work of the&ofor, indicatwhich fees h ve been paid. R OF U IC WORKS BY Date/0_ _q3 PERMIT EXPIRES ON (Dote) Receipt No. 13224 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,i.;, - -- .—�-•�,y',,,�;i'.Al",de.,G*.�rCw�i•�:"•*Mii��'''>°i�wl�"�M1"�y`�`�`R `�•�e �i:r�'i'4.�'" � �`t'•�`"4'-!^--"'«.-�•.•—�..—'.w^� 212`88E F •� I Jane Uyehara _ 12 ,Palermo D'r. t r. Oroville I • ♦ « . • - i t OFFICE COPY' . ' sc Address • r M �.Date 'ELECTRIC Z� Meter,By Dat 0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 � _ r APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 8-/3- 0--0?7— O ZON NG BUILDING PERMIT. OWNERrr / a ^ e V Lia r TELEPHONE S. y rj6S'3 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS / L Ra be I- c7 � r CONTRACTOR'S NAME E41- /f �<<�_�, TELEPHONE his Gays CONTRACT R'S MAILING ADDRESS fJ �3 0 Y, 2 g7 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF F,11Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I WO.00ea TYPE OF WORK rJew ❑ Addition ❑ Remodel ❑ Utilities [. Installation❑ Other ❑ Describe work: J24 r a c! 'e F /f r ""-f I a / .r e v Vic -r 0 J Ei Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eOOV OR LESS 100 AMP OR LESS 10.00 Uu Main service EA. ADD'L 100 AMP 2.50 ) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and ProfessionsCode and my license is in full force and effect. License No. �?7 Classification C_ V El 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.N) yz2sgft OR ADDNS. ACC. SLOGS. NECONSR MULTBRANCH CTLETITS 2.50 ea l � (� I POWERSINGLE APPARATUS &) �. ou OUTLETz0ae0e C` pix• OCCup�OUTLETS OR FIXTURES eAL030 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 /5 —0" trJ a 'r,. /-C;, c)� Permit Fee $ J 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 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. ,� - 2 p ��� X 1-G' '' , 1 ��I/� Date �- '` Signature of Applicant — Owner ❑ Contractor 0.— Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup. CONST*TYPIJ ISCIIOOLIFLOOIIIPA"CEII PD I ND IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC f 1 By By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ` tr )�•-'� / S Receipt No. 037 WNITE-O.P.W., YELLOW-ASSC330A. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OFPUBLICWORKS PERMIT 4. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIWAND PERMIT ASSESSOR P RCEL NUMBER �-/3-0-08'7- d :ZONING BUILDING PERMIT OWNER ice� � v � a ��, TELEPHONE shy b G Q3 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS / 2 /tea be ►- " u p ,� CONTRACTOR'S NAME TELEPHONE CONTRACT R'S MAILING ADDRESS 2 g7 (,. 012_g7 Fireplace CONSTRUCTION LENDER .UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty BUILDING ADDRESS Permit fee !$ $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBOI VISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF 2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities a' Installation❑ Other ❑ Describe work: d -P YK d t e 4c L [ u / If e 1" /1 c -ro 2 0 0 y¢..H,p JL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 O0 Main service EA. ADD'L 100 AMP 2.50 ,Sa 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.3 883T Classification C—� ❑ 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.51 OR ADDNS. ACC. BLDGS. 1/20sgft NEW CONSTR '.OUTLET 2.50 ea NON RESID BRANCH CIRC I S POWER APPARATUS &) SINGLE OUTLET CIR. ) ,OC". . OCCUp�OUTLETS OR FIXTURES s3 t ALO 30 AL@ FIXED APPLNS EX. Occup. OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. lyirin 15.00 .Oa g r /5-100 Permit Fee 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 to the W. C. laws of California. Notice to Applicant: If after making this statement, -should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Coolin g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in consequence of the granting of this permit. c/ ���� /— 2 p^ r3 t X „ '�0 Date Signature Of Applicant — Owner Contractor Q_ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , S-0 OCCUP. CON ST.TYPE SCHOOL PLOOD PARCEL PD I ND ISSUE 17 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC ByQz;�� PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date f z� �� �/ Receipt No. 037 G3 WNITE-D.P.W.. YELLOW-ASSE,SOR, PINK -INSPECTOR. GOLDENROD-AP►LI CANT �... F''J�nt iP.-"'s�'1.,°4F�+�1/;,.`�t.VTw k;�r.�t'...... �f �� 2.- �,i. ��,. ,..�..y- .:r.�—m,--• ,rr.;yy�'---itjl�!+•'r.._�+»xl...r'"`''eF"y�!.ji,/'{,j,,,r"'7iti:, COUNTY OF BUTTE - DEPARTMENT;,.OF�PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 - TELEPHONE: 916/538-7541 } / PERMIT 60,61 AT ON DATA SHEET t Permit No. \ OWNER ., e, kA,, - A. P. No. — — / =$7 Proposed Building Use ��� Building Inspector Date 1 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. . . . . 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . A . . - 13. Contractor's License Information (no., name style, classif.) -14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.__..._15. Improvements may be required. . . . . . . . . . . A'6. Mobilehome Installation Data. . . . . . . . . . . . Pre-Inspec.request to 7. Pre -Inspection for.< . rce_-C�•Q�.q �_ - Required- Building Inspector (Date) 1 Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. _ 20. Plot plan approval from city of_ _ 21.- 22. When, you issue the permit Telephone Other process as follows:, —Mail to owner,1 I I to contractor. and hold for pickup at office, Deliver w/inspector. Applicant -ate Copy of plans sent Health Dept \ Fire Dept g Other Date The following data must be submitted prior* to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. _ .2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mail —counter by date Contractor, designer, owner, was advised c? above required data by—phone —mai l—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSORPRCEL NUMBER T /3- 0 — 0 V7- U ZOCN BUILDING PERMIT OWNER Jct e U 4a 1—cc TELEPHONE 1?3 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS / 2 p4 be 1- 0,' — CONTRACTOR'S NAME ems, TELEPHONE �yLr--� 3 ys CONTRACT R'S MAILING ADDRESS (,. (3 0 2-97 Fireplace CONSTRUCTION LENDER • UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE ND. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT O GINEER'S MAILING ADDRESS Penalty $ BUILD 'G ADDRESS r Penalt fee $ PLUMBING PERMIT FllingFee 10.00 Each Trap 2.00 C—DIrlb", Ile Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 i Each qas water heater or vent 5.00 i USE OF STRUCTURE SF2' Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK ❑ [_1r New Addition Remodel ❑ Utilities [EJ__ Installation[] Other ❑ Describe work: (40 YK d < e_4C �r[-a/ Ir P_VV1 C: -p yg.JL a ckl-1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR Main service 10DDD AMP ORSLESS 10.00 oc) Main service EA. ADD'L 100 AMP 2.50 V4<; z' CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 Of the Buslnes$ and Professions Code and my license Is In full force and effect. 3 Fop �/ O C'/ a License No. ClassificationLNS ❑ 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.al +/ztsgft OR ADDNS. ACC. SLOGS. / NEW CONSTR. I.Ou LET 2.50 ea NON RESID BRA C IRC S /POWER APPARATUS e (SINGLE OUTLET CIR. ULy . OCCUp(OUTLETS OR FIXTURES 20850t eAL@30 Ex. Occup. OUTLETS FIXED PIRESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 c,c r e Permit Fee $ t L� Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. LJ have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in consequence of the granting of this permit. X e, / j� /_ 2 9_ Yt `e. q v w Date Signature of Applicant — Owner El Contractor F!�?_Agent ❑ An OSHA pormit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occu P, CONaT.TYP[ scNooL PLAOD PARC[L PD ND I BV[ This permit is hereby Issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. D37 (-?3 T[LLOW-Ae86800R, PIN[•INaP[CTOR, GOLD[NROO-APPLICANT In 'PERMIT NO. 4216-74B P t E M 3 MH UTIL. IPERMIT NO. ( PERMIT EXPIRES— ,OWNER Eli Olsen CONTR. _ Four Counties Roofing, Chico `LOCATION (A.P. 34-07-87 ) 12 Palehmo Dr., Oroville 1 f 3 n i Y F: Temp. Power Pole ,. Called PG&E Temp. Elec. Serv. -a Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature a i' ' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing ,O Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall— Slab Prov. for physically handicapped • Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final 0 Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent - Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEP?A tMENT OF PUBLIC WOR 7 County Center Drive F"Grgyille, California 95965 Telephone: '534:'4541 VC2,1(o APPLICATION AD PERMIT / Signature of Peermitee or Agent / Receipt No. IQ �C �� / !D� y Date White-D.P.W. — Yelt" ss�®ink-Inspector — Go ��cant Building permit expires Date..............�.�.Z/.'..�. a BUILDING Owner *KAXR;xmm Mr. Olsen SQ. FT. OCC. BUILDING VALUATION Mailing Address 12 Palermo Drive Orovi 1 le, CA Telephone No. Fireplace Contractor Four Counties Roofing Company Total Valuation omp Re -roof 2,200.00 Mailing Address P. 0. BOX 3215 Permit Fee ` Plan Checking Fee&/or Penalty Chico, CA TVss J, bod4 Va. �jU9 Permit Fee $ 23-00 $ 2 0( Building Address PLUMBING No. @ FEE ..; PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 1 / Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s StttTht'atft3fT Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 Bld Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER © ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 :omp. Re—roof Main service incl. 1 meter Additional meters, each 1.00 Single Family ❑X Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbal a10 Receps., switches & fix outlets —:E 2U %25 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Roofing Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole j 5.00 License No. 252071Classification C 39 Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ElI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 represent f the County of Butte to enter upon the above-mentio pr perty fo inspection purposes. X t��nate 10/10/74 TOTAL PERMIT FEE $ 23700 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF WBLIC WORKS Signature of Peermitee or Agent / Receipt No. IQ �C �� / !D� y Date White-D.P.W. — Yelt" ss�®ink-Inspector — Go ��cant Building permit expires Date..............�.�.Z/.'..�. a Steve And Lisa Ross REAR ELEVATION I - 9 BOARD AND BATT SIDING TO MATCH EXISTING HOUSE RIGHT ELEVATION FRONT ELEVATION cn IIS V)to p w `° cl�CF) L0 Of C1 0) Q (n O Q J � U LJ od _J J APPROVED Q _J Butte CountyCL EnvironmentalHealth W /12%10-0 > N O ate W w O ig►kature �—' (17 187.05' 174.8 NORTH AP#069-130-087 1 0 0 126.43' f z NEW LEACH DRAWN D DIVER ixFIELD AREA Li a EXISTING NEW 12 00 4 ( o ,6 NeU) I CHECKED IN DRIVEWAY LEACH FIELD r 4 1-20-04 ' 4 LINES 0 300' EXISTING BUILDING o EXISTING L --J S;CALE 00 _ 1/4'-1'-0" ..... ._. ��._ 52_3.224 JOB: ROSS SITE (PLAN ENVIIRONMENTAL HEALTH JAN 7 COIUNTY CENTER DRIVE 0 tit 5 Jula SHEET #l: 5 OF 6 O Of 0) Ld > Q O Lb 0 O > aZ Z LL. '? o o Z a = aW M U aw ry O LLJ o L0 L0 0 � O w O FRONT ELEVATION cn IIS V)to p w `° cl�CF) L0 Of C1 0) Q (n O Q J � U LJ od _J J APPROVED Q _J Butte CountyCL EnvironmentalHealth W /12%10-0 > N O ate W w O ig►kature �—' (17 187.05' 174.8 NORTH AP#069-130-087 1 0 0 126.43' f z NEW LEACH DRAWN D DIVER ixFIELD AREA Li a EXISTING NEW 12 00 4 ( o ,6 NeU) I CHECKED IN DRIVEWAY LEACH FIELD r 4 1-20-04 ' 4 LINES 0 300' EXISTING BUILDING o EXISTING L --J S;CALE 00 _ 1/4'-1'-0" ..... ._. ��._ 52_3.224 JOB: ROSS SITE (PLAN ENVIIRONMENTAL HEALTH JAN 7 COIUNTY CENTER DRIVE 0 tit 5 Jula SHEET #l: 5 OF 6 FLOOR 2"t4" hVN. `GLD tYKG (.EO'D a .`FEAIFINC PLAN i i' XINf5 (CMNr FACE f0 arAlTWO I� 1389 SQUARE FEET MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C. B�WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. MINIMUM 3/8" APA RATED PLYWOOD,CC, CD, WITH 8d(0.113X2 3/8") NAILS AT 6 O.C. EDGE NAILED, 12' O.C. FIELD NAILED ON 2X ALT DOUGLAS FIR FRAMING AT 16" O.C. COVERING A MINIMUM OF THREE STUD SPACES. TWO 1/2" DIA. ANCHOR BOLTS SHALL BE (INSTALLED IN ACCORDANCE WITH UBC 1806.6. ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS. EACH PANEL END STUD SHALL HAVE A HOLDOWN CAPABLE OF PROVIDING AN UPLIFT CAOACITY OF 1800 POUNDS. BP2 1/2" GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. DOUBLE UP JOIST BELOW BP 5/8" GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. ---------------------- LINE ------- —LINE OF ROOM BELLOW i I I I GENERAL NOTES 1. ALL LUMBER TO BE DOUG FIR OR HEM FIR #2 AND BETTER, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 6x12 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED 4. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" OF PLUMBING CLEANOUT 5. PROVIDE OPENING AS REQUIRED AND CONCRETE SLAB FOR H.V.A.C. 6. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING 7. SEE TITLE SHEET FOR ADDITIONAL NOTES 8. PROVIDE P.T. VALVE DISCHARGE LINE TO OUTSIDE do ANCHOR STRAPS TOP d( BOTTOM AT WATER HEATER 9. BLOCK FOR TOWEL BARS 10. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL-01_IT DOOR OPENINGS ARE CALL—OUT PLUS 2". 11. DOUBLE FRENCH DOOR OPENINGS ARE CALL—OUT PLUS 3". -------------- 2"t4" hVN. `GLD tYKG (.EO'D a .`FEAIFINC !r ' i i' XINf5 (CMNr FACE f0 arAlTWO \ , Al'AzArrvS1EA1nw!,/a,,MIN. \ Knf V f0 ChL' FKE. WL W141 '� all CGMMCN Cn" CAV. ra NS5 I e 6" O L. ALCNG ECCE5. Mt712" 1 I I I I ENVIRONMENTAL HEALTH JAN 2 6 2004 LOFT A 7 COUNTY CENTER DRIVE _ II 412 SQUARE FEET FIN. 6 AM (2) 2"X fa FLAT IrAm ; i i 2"t4" hVN. `GLD tYKG (.EO'D a .`FEAIFINC !r ' i i' XINf5 (CMNr FACE f0 arAlTWO , Al'AzArrvS1EA1nw!,/a,,MIN. Knf V f0 ChL' FKE. WL W141 '� all CGMMCN Cn" CAV. ra NS5 I e 6" O L. ALCNG ECCE5. Mt712" OL. N f CLD MULE 511775AfCCM15AW CCWIEr:IwMK5I WA`TIM MIN. I/ 2" k1Arl. MC)M IXLO WItH 7" MIN. EMLEDMENr Af FML CIR!TE FC1W5WN NCIAONql Own MM. UP&Ity „ (%TfCNH72AWgj\GlEan) I ' � 2"K �C1.E FLA1E „ sot. 3/ q" m vow ac. avaocr --� 2"X MLV'A1. NAI. TrA1N. i 1 %fft. a 6" O.C. I. I I r�•"11- ----- --ci ----------------------------------------------J f ------------------------------ ALTERNATE BRACED WALL PANEL -NOTE S: .1. Floor framing consists of dimensional lumber. 2. Simpson SSTB anchor bolt with coupling nt double mur1Si11 and threaded anchor rod for connection to coupling and holdown. 3, it4 Rebar, continuous at top and btte m or stemwall. Additional rebar may be required >.y mnnufacture of holdown. 4. In the first story ori two-story building;, each braced will pnnel shall be in accordance with the details shown. &.ecept lhnt the plywood sheathing shall be provided on both faces and tic -down device uplift cnpacity shnll not b: less than 3000 pounds. Nailing to be stagglered for shenthing, applied to both faces. 5. Alternnte Braced Wall Pnnel's 0nn4t be used on the second floor ortwo - story buildings (U.B.C. 2326.11.4;