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HomeMy WebLinkAbout026-183-006026-18-3-006 02-0154 INALE CUNNINGHAM, DOUG 2162 LUDLUM AVE, PAL RETAG ELEC SERVICE 026-183-006 02 -10, --,WALED MCCASLIN, RANDY CUNNINGHAM, DOUG U 2162 LUDLUM AVE., PALE 1O REMODEL -TRUSSES, WIND NEW SIDING, PLDG., K MISC. ELEC. 11 D 3 026-18'3-006 02-0154 C ' UNNING11,0M,'DOUG 2162 LUDLUM AVE, PA-LERY -to RETAG ELEC SERVICE OFFICE COPY Address GAS i ! Meter By Date ELECTRICL— Meter By Dat COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.1Z/Jb) ' ' 02-0154 t APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER A ZONING BUILDING PERMIT OWNER MIG 01"INGRAM TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S CAT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities70 Installation ❑ Other ❑ M Describe Work: MAC ELEMIC Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile. Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2D.OR LIE 23.0 • OU 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: { I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service "T° 1000A 46.00 NEW CONST., " DWELLING OCCUP. OR ADDNS. ( a Acc. OCS. SO 3.5¢FT: NNpµEW q°ESID. T.MULTI.OUTLET. CIRCUITS @7.50 POWER APPARATUS a SINGLE OUTLET cIR. Ex. Occup. OUTLET OR FDCTURES 20 ®1.00 aAl p .50 Ex. Occup. ouTiF°TSA AFusSiD.°FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0 PRE 11111spWrION- PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure .for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 'NQ I certify that in the performance of the work for which this permit is issued, I shall %' not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. j r X Date % — % Z Signature of Applicant EI Owner ❑ Contractor ❑ Agent An OSHA p�mit is required for E Cavations over 5'0" deep and demolition option of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D FEESIMP FLOOD CDF PARCEL Fp HD IS This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated ov or wh h fees have been By Date PERMIT EXPIRES ON provisions to do work pai . L0,211) eta .... sv� �v..yw , , ( Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINICINSPE TOR GOLDENROD -APPLICANT } COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 02-0154 ASSESSOR PARCEL NUMBER 026-183-006 ZONING AR 1 BUILDING ;MIT .7 OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 9510 PALERMO RD, PAIERM0 95968 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2162 111DIUM AVE, 12ALERM0 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities x7 Installation ❑ Other ❑ Describe Work: RETAG ELECTRIC Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ZOO. OR LESS 23.0 3.00 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: 4 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall /\ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ;rthwith c ily A th those pro Isions. 1 Date _Z Z ` Signature o pp (cant ! Ow er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition constructi Q of structures over 3 stories in height. \ Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.5¢FT. NOµREOSID. MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE ollTLET CIR. @ ''50 Ex. Occup. OUTLET OR FDTTURES BAL p .so Ex. Occup. DnxAE�SID 1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0 PRE INSPECTION 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $0 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD IS This permit is hereby issued under the applicable f the Butte Co my Code and/or Resolutions in ated v or h' h fees have been I By D EXPIRES ON provisions to do work pai . e lJo� i ate s Receipt No. 337590/$66PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GO N OD-APPLICA 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:Ov4f))P� k0jXASSESSOR PARCEL N1:4!4 Proposed Building Use.tzo0 I Counter Technici Date:Items required in ord r to appy for a permit. All boxes MUST be checkrked NA in order to apply. ❑ 1.. Plot pians, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energi compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Lett, -r of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Othar e aining items needed to issue the permit. (May require additional plan review upon receipt of the fol owin ite a bf M, c 1 Fees as shown on the attached Schedule of Fees Due Sheet. ........ ........ ...... 5. to ement of Intent for Non -heated and A/C Buildings ........................... ..0 0, 16. Sar itation and plot plan approval from the Environmental Health Department in ❑ ;17. City of Chico Plumbing permit....................:..................................................: 0.18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planting approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ , 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... En roachment Perry,!*for dr ewa from th Punnbli Works Dept. (construction a rova rAAor to occupant ). Pre -Inspection for �-M � required...pp4 I 23. Contractor's license in ormation. umber, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number: .............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑Grant Deed, ❑ T. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other: en issaed Telephone and hold for pickup. I have been informed of th above items n ?requirements for obtaining a building permit. Applicant: Date: _ Z 6 Z 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Plan Check Letter _Date: _Date: Date: Date_ OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for mi your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed perty improvement: YES NO, 0 VEX HAVE NOT dsigned an application for a building permit for the proposed work. 2. 53. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: Cv u_np�• u�-vn WNER•� D �- NOTE. This Owner -Builder Verification is required by Section 19831.and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license iiom the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, /6k, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Info rmadon is required by Secdon 19830 of the Californla Health and Safety Coda OVER OWNER: LOCATION: CONTRACTOR: PRE-INSPETION FOR: DATE TO ... ..... .. . . P-.:..R-E4N'$P.E'CT10X" �_�ll��It/LR'��I� Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied Abandoned/Vacant Electric: Yes No Condition of Electric ORT DATE: J✓ Z, 6 1-17 A.P. ZONING: ( )AS FOLLOWS: BUILDING INSPECTOR'S REPORT Electric currently On Off Gas: Natural_,,,_ ,�ropane None Currently On__tZOff Obvious Problems: Sanitation: Plumbing Working Well Working— Potable Water Obvious SewageProblems ACTION RECOMMENDED: ISSUE: HOLD FOR Inspector: Date r Sketch buildings on reverse and indicate location on property. . ... .,r..,.. �., _. .. .. .vim-F-.....��r• ;1�1 �� 026-183-006 02-1064 MCCASLIN, RANDY CUNNINGHAM, DOUG 2162 LUDLUM AVE., PALERMO REMODEL -TRUSSES, WINDOWS,. NEW SIDING, PLBG., & MISC. ELEC. y. i. y Address f ,i GAS a Meter By r ELECTRIC l� Meter By Date t i� i r f t t t i . ... .,r..,.. �., _. .. .. .vim-F-.....��r• ;1�1 �� 026-183-006 02-1064 MCCASLIN, RANDY CUNNINGHAM, DOUG 2162 LUDLUM AVE., PALERMO REMODEL -TRUSSES, WINDOWS,. NEW SIDING, PLBG., & MISC. ELEC. y. L OFFICE COPY Address f J �- GAS a Meter By Dat _30 ELECTRIC Meter By Date L f a r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1064 "°$_AR6 Zo"I"+ BUILDING PERMIT OWNRANDY MACASLIN & DOUG CUNNINGHAM 534-6811 SO. FT. OCC. BUILDING VALUATION -4104.00 OWNERS MAILING ADDRESS 2510 PALERMO RD, PALERMO CA 95968 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 4104.00 ARCHITECT OR ENGINEER LICENSE NO. Ficin Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2162 LUDLUM AVE,PALERMO Energy Plan Checking Fee $ $ & PERMIT FEE $ • LOT NO. SUBDIVISIONS NAME PARC:: MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobitehome ❑ Other i SPECIFY .i Each Trap 5 7.00 • Solar or heat pump water heater 23.00 Water piping 15.00 . Each as water heater or vent 1 5.00 . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ? Describe Work: NEV TRUSSESO almGING OUT 10 GTItYI)Cms, NDASIDING. PLUMBING & MISC. loci IC Gas piping system 1 - 5 outlets 15.00 15,00 Building sewer 15.00 13.W Mobile Home S G W @20.00 PERMIT FEE S115.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service �o�oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisioi l 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 LicenseEx. Uaw for the following reason: 4 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec.-- ., Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEIMOCCUR S.I AcaNs ( 3.5QSQ , rOiR Mu LLT o NON-=. @7.50 PSOWERINGLE APPARATUS 8 OUTLEr CIR. ourLET Occu OuFr OR FwruREs 20 @ 1,00 Occup. OUTLETS R p,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 3.00 PERMIT FEE $ 4 •00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject t0 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 shallforthwith comply with those provisions. X -'�.��. ��.�...� (iCG , Date % Signature of, Applicant - E] Owner ❑ Contractor ❑ Agent An OSHA permit is requiredr excavations over 5'0" deep and demolition or constructionof structures over 3 sto' ksin height. ' MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation {IIAZ+L HEATER 15.00 PERMIT FEt $ 35,00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE 285.00 TOTAL FEE $ ES IMP FLOOD CDF PARCEL PD HD UE Thiby issued under of ty Code and/or indr which fees have ByDate 4EXPIRE PEJSN the applicable provisions Resolutions to do work been paid. �•3V 'O?j Osfe ReceiptNo. WHITE-D.D;S.-13.D. CANARY -ASSESSOR. PINK -INSPECTOR GOLDENR06APPLICANT u ...... .... .'.a .mei..... .. '.,�:. ._ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41.1 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-75.41 1. CORRECTION NOTICE ' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, r please contact this office immediately. r � . L4 -A2 � a n, a� L✓; t Date 7 �� Inspector Y. REV 10/92 COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street• Chico, CA --(530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICEIA4,, Lc,:S Y 'I z- roc�I OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is .;r,.,compJeted. If you have any questions pertaining -to this matter, or need additional explanation) J4 please contact this office immediately._ I , �T/MOW i Pj 0, i1 , Date Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1064 'ASSVZ8PArgiU BER-03 ZONING BUILDING PERMIT OWNER RANDY MCCSSLIN & DOUG CUNNINGHAM TELEPHONE 534-6811 SO, FT, OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS 2510 PALERMO RD, PALERMO CA 95968 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4104.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEEFS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2162 LUDLUM AVE PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ 92.00 LAT NO. SLEIDN6xLN'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 5 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEN TRUSSES, C111AINGING 0111' 10 WTI\MnW N13V SIDTNG, PLUMBING & MISC, 1'T.h,=1,TC Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 115.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm u ider 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm L nder 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co with those p isions. ,,ll X Date 3V Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. 8 ACC. BLD S. 3.5¢Fr. NEW OON-RESD. OUTLETCIRITS @7,50 POWGERLE APPARATUS 8 SINOUTLET CIR. � @ ,., Ex. OCCU OUTLET OR FIX20 0o TUREs Bp .0 Ex. Occup. .,ED APRR.o °ERA5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation WAT,T. HEATER 115.00 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 285.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL I PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated o e for which fees have been paid. By (Date 11 PERMIT EXPI S N / 3<� ' o2, Date _ SigYature o Applicant -A ner ❑ Contractor ❑ Agent An OSHA p rmi is require r excavations over 5'0"deep and demolition or construction structures over 3 stories in height. rReceiptNo. 353360/$285.00 ITE•D.D.S.-B.D. CANARY -ASSESSOR PINK•INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 G PERMIT NO '4612/96) APPLICATION AND PERMIT . _ Ar SESSOR PARCEL NUMBER BUILDING PERMIT OWNER V TE`F'"o"E SO. FT. OCC. BUILDING VALUATION OWNERS DRESS n �Yw i��t Yy�_-_- o_751Do� U CONTRACTO��`((`'gg'))�� S NAME !TELEPHONE _ CONTRACTOR'S IUNO ADOAESS I I -..... cot,smuc TIONIENOER LEI:oEA S MAIUNG ADDRESS Fireplace JA _ Total Valuation $ ARCHITECT DR ENGINEER LICENSE NO Filing Fee I $ 20.0 , ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ BuiLOnlO ADDRESS Plan Checking Fee $ 1(j� L'Ak 13 _. a Energy Plan Checking Fee S LOT NO. I SUBDIveo SNAME USEOFSTRUCTURE SF)4 Duplex ❑ Mobilehome ❑ Other svEcivr TYPE OF WORK New ❑ Addition ❑ Remod Utilities ❑ Installation ❑ Other ❑ Describe Work:Q "PERAIT FEE PAID SRA . SHERIFF OTHER AA0VW RECEII/E. b s A Rte' NVAASl�t " TO N RM ZN T)O COM'V' M PE�IT FEE I =ToFEE I S To ' MECHANICAL PERMIT Filing Fee�20.0. Coolin Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee S Energy Inspection Fee L DDD CONST. TVPE TOTAL FEE $ HA2. I I iEEs IMP I FLOOD I CC PMCEL PO 1 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 Receipt No.PERMIT EXPIRES ON WHITE-O.D.S.-G.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANi S PERMIT FEE S PLUMBING PERMIT Filing Feel 20.G0 Each Trap 7.00; Solar or heat pump water heater 23.001 Water piping 15.0011n Each gas water heater or vent 1 5.00! Gas piping system 1- 5 outlets 1 5.00 Building sewer 15.00: Mobile Home ! S I G W I @20.00': PE�IT FEE I =ToFEE I S To ' MECHANICAL PERMIT Filing Fee�20.0. Coolin Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee S Energy Inspection Fee L DDD CONST. TVPE TOTAL FEE $ HA2. I I iEEs IMP I FLOOD I CC PMCEL PO 1 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 Receipt No.PERMIT EXPIRES ON WHITE-O.D.S.-G.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANi PERMIT FEE I $ I 1 `-? ELECTRICAL PERMIT I Fling Fee' 20.00 Main Service 800v OR LESS 200AORLESS 23.00; Main Service 200A TO 1000A I 46.00: NEW CONST. OR ADONS. DWELLING OCCUR ( & ACC. BIDS. 5e 3.FT50.; NEW CONS NOWRESiD. MULTFO Un.ET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. --- EX. Occup. ( OUTLET OR FIXTURES 20 1.00 BAL .'g� .SO Ex. Occup. (otmFDT 'ACSID.)OEA I I 5.00i Temporary Service _ ! 23.00; Mobile Home Facilities i 20.06 Misc,nWirinq 1 23.00( PE�IT FEE I =ToFEE I S To ' MECHANICAL PERMIT Filing Fee�20.0. Coolin Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee S Energy Inspection Fee L DDD CONST. TVPE TOTAL FEE $ HA2. I I iEEs IMP I FLOOD I CC PMCEL PO 1 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 Receipt No.PERMIT EXPIRES ON WHITE-O.D.S.-G.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANi O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES. NO 13 2. I HAVE HAVE NOT 13 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHOrT: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED:. PROPERTYOViWER: -.,,,,,o_,,,,I�5z,--,ae SOCIAL SECURITY NUMBER714!� DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be competed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFOPUNLATION Dear Property Owr er: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract„ you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the G.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IImilic rely, el C. Vi iia, C.B.O. ger,.Building Inspection NOTE: This Owner -Builder Information is required by Secrlon 19810 of the Calijornla Health and Safety Code - OVER N V i- q z M x M x M -� COUNTY SMLDING DEPART .r n�F� 3 �(� . hit hX- STANDARD GABLE END DETAIL 80 MPGEz 30 PSF SNOW 1 OFA 2 t " } DIAGONAL OR L -BRACING 3/8/00 OCCCO Y^ TAQI C 0 COM.j 12 4x4' RUSS.* 2X4 NO.2 OR BTR. DF -L 1X4 OR 2X3 (TYP) VERTICAL STUD 7F\ TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINQpsf) SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC9 TCLL 30.0 IM TCDL 10.0 i- BCLL 0.0 k BCDL I.V. 10.0 7/ANS195 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 Jt 1tA I t-IINU 3 1/2, 1 1/2" (BY OTHERS)- NOTCH AT 24" O.C. (MIN.) TOP'CHORD, NOTCH DETAIL 3x5 = 24" MAX 2X4 LATERAL BRAE AS REQUIRED PER TABLE BELOW 24" O.C. -�� 0 � END WALL RIGID CEILING MATERIAL - DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT ; # OF NAILS AT END ' _ UP TO 7'-0" i 2�OVER 81-611 4 - 16d 6 d MAXIMUM VERTICAL STUD HEIGHT � SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACE WITH L -BRACE I 12 INCH O.C. 6-3-0 126-0 18-9-0 _10-11-0 _ _16 INCH O.C. 12-6-n 9-6-0 _j 24 INCH C.C. ( 5-5-n_ I 10-10-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. 6, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL 7_q_n 1 TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING 70 CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING. NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24' O.C. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. /� � (� O 7 20�U 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. n " 4) NO NOTCHING IS PERMITTED WITHIN 2X,THE OVERHANG LENGTH. IVARNING - Verify de.c%gn parnmerr•rs 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 :o 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 brycing 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 DST -88 Duality Standard, OSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Dnofrlo'Drlve, Madison, wi°53719 MiTek Industr ies, Inc. C'40 310 72etj e woozG PW �G /D L✓ct �� yea,/, r c V, J ( 01544489 ) rust'omer : MCCASLIN Fri Apr 12 09: 24: 54 2002 Project #: 49MC Truss ID 28COM Family # 104 Span 28-0 Quantity 15 Top Pitch 4/12 'ACES -32 Ver.2.0.81a(3/30/1999) TROJAN PLATE OFFSETS (X=LEFT, Y=TOP): (j7=3. 21. .1-6, 7-6-5 14-0 20-5-11 28-0 ,1-6, 7-6-5 6-5-11 6-5-11 7-6-5 r 4X4 d� � W1 3 V IU DEPS RTMW A' Sit® as — v cC 5X6 3X4 10-0 18-0 28-0 ' 10-0 8-0 10-0 yt L. HL TO PK: 14-9— 1 R. HL TO PK :14-9-1 LEFT HEIGHT: 0-3-14 . SPAN: 26-0 RISE: 4-11-14 RIGHT HEIGHT: 0.-3-14 LOADING (PSF). MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP • 1-2=0.410 TOP CHORO:2X4 No.16Btr GR DF—L TOP 16 10 BOTT 7-1-0.726 BOT CHORO:2X4 No.1&Btr GR OF—L BOTT 0 B LL.DEFL.@7=0.10 < L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING ` 24.0 in. o. cUBC.97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.10, D.L=0.11. T.L=0.20 REACTIONS, SIZE: 1==1044, 3.50 5--1044.3.50 UPLIFTS (LBS) : 1-67.5=67 HORIZ. (LBS): 1=8 FORCES - LOAD'CASE #1 TOP CHORD: 1-2=-2069, 2-3=-1798, 3-4=-1798, 4-5=-2069, BOTTOM CHORD: 5-6= 1957, 6-7= 1364, 7-1= 1957, • WEBS: 2-7=-360, 3-7= 526• 3-6= 526, 4-6=-360. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING a 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED ul 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY. AND RECOMMENDATION. �e " �pONG y�Fti 3 ,,,... ,..., N 0A9719 WARNING - Verify'dCe ikn jidrdmeiers'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. �� n, OF CALIF° Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss " Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. . Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 1 3/a • Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each other. 0 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane = p �y " a at joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C7 C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and,vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required -direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE' LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR ,: 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections '. to trusses are the responsibility of others unless shown. im 13. Do not overload roof or floor trusses with stacks BEARING i of construction materials. Indicates location of joints at 14. Do not cut or alter truss membersor plate without which bearings (supports) occur. 999® MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL ® , Customer MCCASLIN [ 01544490 ) Fri Apr 12 09:24:56 2002 Project #: 49MC Truss ID 2BGE Family # 104 Span 28-0 Quantity 2 Top Pitch 4/12 [ES -32 ver.2.0. Bla (3/30/1999) TROJA 3.: 1-6 7-6-5 14-0 20-5-11 28-0 1-6 7-6-5 6-5-11 6-5-11 6-5 4X4 3 it'f'R`� 1♦t�i. 3X6 10-0 18-0 28-0 10-0 8-0 10-0 L. HL TO f PK: 14-9- 1 R. HL TO ' PK :14-9-1 LEFT HEIGHT:0-3-14 SPAN:28-0 RISE:4-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP CHORO:2X4 No.16Btr GR OF -L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 8 LL.OEFL.@O=0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L- 0.00. D.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3)-Continuous.bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. /APR 1 ? 2002 ��OQROFESSICp 'Y WARN/NC - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE � ym Design valid foi 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 supportof individual '-3 web members only. Additional temporary bracing to insure stability. during construction is the responsibility, of the erector. im Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB•� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss `•• (l;: �::� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries; Inc. , Symbols s Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, • Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /a' C2 C3 J5 2. Cut members to bear tightly against each o other. 0 �., 3 0 L. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " v at joint locations. •For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices cs C, C, O plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the 'l is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. - 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15, Care should be exercised in handling, erection ® and installation of trusses,, TM HYDRO A/R ® PANCLIPEL _ ©1993 Mitek Holdings, Inc. GANG -NAIL M X W k r hoz-' �U-ffE COUNTY UILDING DEPARTiV1�� �PVET) 9 OZ f F ` 310 Irectir e zv Ulf ws Roo P We e/ L v Q . o Cl "-- Customer : MCCASLIN ( 01544489 ] Fri Apr, 12 09:24:54 2002 Project #: 49MC Truss ID 28COM Family # 104 Span 28-0 Quantity 15 Top Pitch 4/12 _­ — . .. - .— 1O. OV. 17 1 . PLATE OFFSETS (X=LEFT, Y=TOP): (j7=3, 2). 1-6 7-6-5 14-0 20-5-11 28-0 1-6 7-6-5 6-5-11 6-5-11 7-6-5 1X4 4X4 3 5X6 3X4 10-0 18-0 28-0 10-0 8-0 10-0 TROJAN L. HL TO PK: 14-9- 1 R. HL TO PK : 14-9- 1 LEFT HEIGHT:0-3-14 SPAN:28-0 RISE:4-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP 1-2=0.410 TOP CH0RO:2X4 No.16Btr GR DF -L TOP 16 10 BOTT 7-1=0.726 BOT CHORO:2X4 No.16Btr GR OF -L BOTT 0 B LL.DEFL.@7=0.10 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING - 24.0 in. o. cUBC 97-ICSO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.10, D.L=0.11, T.L=0.20 REACTIONS, SIZE: 1=-1044, 3.50 5--1044.3.50 UPLIFTS (LBS) : 1=67, 5=67 HORIZ. (LBS): 1=8 FORCES - LOAD CASE Al TOP CHORD: 1-2--2069, 2-3=-1798, 3-4=-1798. 4-5=-2069, BOTTOM CHORD: 5-6= 1957, 6-7= 1364, 7-1= 1957, WEBS: 2-7=-360, 3-7m 526, 3-6= 526. 4-6=-350. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. SLOG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 TOP CHORD BRACING a 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPP PUBLICATION HIB -91 BRACING WOOD TRUSSES APR R (7 `� C COMMENTARY AND RECOMMENDATION. A f PROFESS/G�, oONG y� F0 A WARNING - Verify design pararneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE m 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 .3 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 �f� CNIL regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- SOFt -���� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss CAS ,F Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes ' PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. '/8" `Z `3. J5 2. Cut members to bear tightly against each �/8 + '' p _ other. 0 �, 3 3. Place plates on each face of truss at each v 0 joint and embed fully. Avoid knots and wane I 0 8 0 at joint locations. For 4 x 2 orientation, locate I- a 4. Unless otherwise noted, location chord splices 08 C, O plates 1 /6" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 'For tabular plating format refer to the FARTHEST TO THE LEFT.7. _ Camber is a non-structural consideration and is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR, 870040-N; 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. im BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc.- prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. ~mom TM HYDRO in 0 PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL 01544490 1 - Customer MCCASLIN Fri Apr 12 09: 24: 56 2002 Project #: 49MC Truss ID 2BGE Family # 104 Span 2B -O Quantity 2 Top Pitch 4/12 Acts-ja Ver. 2. Q. Id 10 lj/90/1999) .1-6r 7-6-5 (- 14-0 20-5-11 28-0 . 1-6t 7-6-5 6-5-11 6-5-11 7-6-5 4X4 3 ,. 1 b TROJAN L. HL TO PK: 14-9- 1 LEFT HEIGHT:0-3-14 3X6 10-0 18-0 28-0 10-0 8-0 10-0 SPAN: 28-0 R. HL TO PK :14-9=1 RISE:4-11-14 RIGHT HEIGHT:0-3-14 XS LUAUING EPSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP CHORO:2X4 No.16Btr GR DF -L TOP 16 10 BOT CHORD:2X4 No.16Btr GR DF -L BOTT O B LL.DEFL.@0=0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE a 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom Chord (4)—Provide 1X4 plates at each end Of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HIST. 10 FT,BLOG. CAT. I,EXP. CAT. C, 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM CHORD CONTINUOUSLY B..RACED a 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. APR 1 ? 2002 c0''R0FESS/0 . �V Ole Fti� A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 4'�919 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 C�VIL web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 27MAdditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancOF CALIfORN\ regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 b'Onofrlo Drive, Madison, WI 53719 MITek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/' ' Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. `Z c3 J5 2. Cut members to bear tightly against each 1/81 c other. o �, 0 3 3. Place plates on each face of truss at each v O joint and embed fully. Avoid knots and wane p at joint locations. ' ' For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices re C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than'the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ®PANEL HYDRO A/R ® ©1993 Mitek Holdings, Inc. CLIP GANCr NAIL