Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
078-280-027
0 M! P1 � �I ILL �D-A� BRANNAN 2360 V-7 Road 1 C 1111137:1 CO) Rita Allen S7rr-07 600'E.of Oro Bangor Hwy, Oroville contr: Wakefield Const., Chico Permit #7426-79B,F,E,M(new single family) '00a SAM.,BURCHETT ioNaf b60 V�!-Roads Oroville Permit#4147-83B�install wood burning stove/SF.) - 078-280=027 06-1339 FLE-ITCHER, TOMMIE 2360 V-7 RD, OROVILLE Cont: OWNER GAR/SHOP(DET) la m ap-M- I NO, IIIIIIIN 4, Mal W., RAM BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 8911-2834 (CHICO) -OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buftecounty.netWds PERMIT NO. BP061339 LICENSED CONTRACTORS 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 Issued Date: 07/21/2006 APN: 078-280-027-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2360 V-7 RD ORO Date: Contractor Map Index: Description: DETACHED GARAGE/SHOP (576) OWNER -BUILDER DECLARATION I hereby affirm under penalty' of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: FLETCHER, TOMMIE & LEWIS to its issuance, also requires the applicant for such permit to file a 2360 V-7 RD signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 0 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any (530) 538-9305 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Applicant: FLETCHER, TOMMIEA LEWIS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon. and who does 2360 V-7 RD such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one year of completion. the owner -builder will have the burden of (530) 538-9305 proving that he or she did not build or improve for the purpose of sale.). 1, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 0 1 am Exempt under Article 3 of the Busi sandP f o e cc essions C d Date: 74,16ro Owner License #: WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: Q I 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 Architect: is issued. Engineer: Q I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 576 S.F. Policy #: Valuation: $13,824.00 Census Code: Q--rcerlify 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 workers' compensation laws of California. 1q. q& and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 4//,;L Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), -in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodF1 ;�nrflor I hereby affirm that there is a construction lending agency for the Resolub"onn, o do wo[k indicated ab e to which fees have been paid. performance of the work for %%t.ich this permit is issued (Sec 3097 Civ.) B 1 9 3 ANAY Datelz]-06 Name: V EXPIRES Address: PERMIT ON: (Date) --11 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct. and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to after the substance of any official form or document of Butte County. thereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. e— E Z Print Name: Signature: Date: 71,5, WoLer Q Contractor 13 Agent for Owner 0 Agent for Contractor 0 ]BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROV[LLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE I-VILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.netIdds **PT-rA4z-WPpTNj-rr-(-9APT. ** "I I � 13,9 -, In P , OWNER INFORMATION Last Name + '4_1 r irst Naff Address 1/-7 State City 019"� '// I "_- Zip I Phone <-3, �? � lax I E-mail APPLICANT INFORMATION CONTRACTOR Name W e 69\ City Address hone City E-mail State Zip Phone I Page Fax E-mail I Date Approved: U c. # Class APPLICANT INFORMATION ARCHITECTIENGINEER Name City Address hone City E-mail State Zip Phone I Page Fax Planner I Date Approved: State License Number APPLICANT INFORMATION Name W /V Address City Stat hone Fax E-mail APPLICANT SIGNATURE For office use only: Zoning Property Address -J&c) tl- 4.0 Flood Zone �4_ 1 SRA i Yes J� allo Occ. I Type Const. V/V Subdivision Name Map Book I Page Lot # Planner I Date Approved: PERMIT NO. BP(Gt PROJECTLOCATION AP# 0 7 '9 —/ Property Address -J&c) tl- 4.0 City av, Cross Street (AL 0- Me -18 WORKER'S COMPENSAT40N.- Policy Number Carder If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of pet7nit issuance. LENDING AGENCY Name Address Description or Scope of Wor�: 1)4CddjRT_* �dsh� Sq FT- Uving !Tge pen Cov - . -5-76L ,,) -0 0 Structure Built vvithout Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other depardnent costs are not refundable. Received byt. Amount: Bldg Receipt #:q�zqz ( 70� htd Y -04 I Date:G- "�-O� OVER FOR SUBMITTAL REQUIREMENTS 11 A_ D- i M7 SRA -Sheriff SMIP Other Total RF=v R-1 ?_n5 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifica-tions must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK, 0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans �No graph paper!) PR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 3. Engineered truss details and layouts in duplicate (if required). No faxes! - 0 4. Energy compliance design and supporting documentation in duplicate. 0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or frid plans, all in duplicate 0 7. Metal bldgs: (A) Metal Bldg Plans, (B) Frid 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. 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 0 9. Site plan and business license approval from the City of Biggs. 0 10. Letter of intent for non-residential buildings. 0 11. Building Permit Application Without Required Clearances Form 0 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) 0 1 . Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 0 2. Impact Fees. 0 3. California Department of Forestry plan approval (if required). 0 4. NPDES Form. 11 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval pdor to occupancy). 0 6. Contractors license information. (Number, Nam e Style, Classification) 11 7. ' Worker's Compensation Carder and Policy Number. El 8. Owner -Builder Verification (if required). 11 9. Letter of Signature authorization (if required). El 10. Recorded copy of Agricultural Acknowledgment Statement. 0 11. 11 Legal description from current recorded grant deed, 0 Copy of M.H. Title, Title transfer, or MCO. 11 12. Sanitation and site plan approval frorn the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees wili be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made Within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K:\FbRMS\BU1LD1NG F0RMS\B1dgApp1subRqmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 BP oG B PERMIT APPLICATION DATA SHEET OVINER: ASSESSOR PARCEL NUMBER n"'I 01-7 Proposed Building Use: Permit Tech nician: Date: �Itqffis requ red' rd Uo aDDIVqfra permit All boxes MUST be checked OR marked NA in order to apply. 0 'e 0 pply V:114 ill in r Lsets, signed by the preparer of the plans. s , Site plan, D30 ar )0'_U .2. Complete p ans�nr 4 sets, signed by the preparer of the plans. 0/ 3. - Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. VMN 4. Engineered truss details and layouts in duplicate. No faxesl 0 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. 1:1 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 11 8.' Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in dupli 0 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. El 10.,flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Hazardous Material Form 0 12. Acknowledgement of building permit application without required clearances. 0 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) [INA 14.,SaRitabon-and-site�"ppmva4mra-the-E-nvOontnenta�Hea"epaFWmmWwB-C-hie&[D-Graviffe,-asapplicableLO P P 0 15. Fire Sprinklers ............................ ; ................... I ........................................... 0 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by—.. 0 17. Soils Report and/or Engineered Foundation required ........................................... Erosion Control Plan Required .............. !""*"""*",*",*111*1111*1111"***"****,*","**l*'I — \0 Fees as shown on the attached Schedule of Fees Due Sheet .............................. 19Pq City of Chico Plumbing permit ........................................................................ E3 0 21. Site plan and business license approval from the City of Biggs .............................. IV?2. California Department of Fore;tplan approval El paid. Sent by .. . ....... /0-'. Planning approval for (A) Use: _ (B) Parking: C) Parcel Check: . .... 4�7_ 11 ' 24. Contact Land Development abou — Improvements, — Drainage ........................ N��11 25. Fire Marshall Review (commercial projects only). Sent by: . ...................... ._A,,,NPDES Form ............................................................................................. — Encroachment Permit for driveway from the Public Works Dept ........................... El 28. Contractor's license information. (Number, Name Style, Classification) ................... 4tj29. Worker's Compensation Carder and Policy Number .................................. --- 30. Owner -Builder Verification ( — Given to owner, —Mailed to owner) ..................... 0 31. Letter of Signature authorization .................................................................... 0 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. E)dsting violations and/or expired pennits ......................................................... 0 34. Deed Restriction .......................................................................................... 0 35. 0 Legal description, 0 M.H. Title, title search, registration or MCO ......................... 0 36. Other 11 37. Other When issued Telephone (530) 533 - 9 3G5 OW ntr and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant 1 _fh*U'4 I P_ _nm� Date: A71�-Mj(- 1. Index permit applicati on foi the above items numbered: Plan ChecOL/efter 2. Additionald'ems r u'red, i :) Contractor, designerTo:w:nSe ?was advised of the above data by 0 phone, 0 mail, C3 counter, byjtf�6' Date: Contractor, designer, owner, was advised of the above data by 11 phone, El mail, 0 counter, by Date. Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date: Plans reviewed by: Date: / /_ :, Plans approved by: 4!�2 �go Date: ... Z Z�g.Z_ Z Structural reviewed by: DateL-#/ 11A 4 Structural approved b 4t2g�� Date:_k14z22?6F Note transfer by: Date: � V 4' K - I - - - Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner FLETCHER APN No: 078-280-027 Permit Type: 81111difical Subtype: ?Ipsidir�i&] New App Date: 6/5/2006 Permit No: BP 061339 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90 $219.96 $329.94 Balance of Building Permit Fee 0 0 $204.98 0 $219.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.96 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $331.32 4 Balance of Building Permit Fees (from No. I above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 JIMPACT FEES - RESIDENTIAL* JPer Dwelling er Dwelling Applications After 04115106 SFD MFD County 4249.11 3183.54 Chico Urban Area 6146.23 4538.821 El Medio Fire District 3249.97 2385.761 North Chico Specific Plan 771 Comanche Creek SR -1, SR -3, SR-1/PD 8801.091 7395.041 0 R-1 8897.09 7491.041 R-2 8390.091 6984.041 R-3 7604.091 6198.041 Drocessing Fee is automatically added to impact fee total 0 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) EnterBat.# 8582.40 DRAINAGE FEES* 10 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek 771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch MH 3238.72 5648.44 $329.94 $1.38 RECEIPT DATE Tech/Asst I 5r (A42 6/5/06 A56310 7-A 1 -0 8486.40 RECEIPT DATE Tech/AsSt 8582.40 8075.40 7289.40 $100.00 997 341 088 776 $8,893 RECEIPT DATE Tech/Asst 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 JAt time of building permit F_ $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Governmd—nt code Section 66020, you are hereby notified those Items followed by an "" may have been imposed'on y9,dr project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 T P 7-0-- 'u-1%ev%artment of Public Wo.rks 0 IJ F 0 C 0 u n t Y o f B u t t e 0 7 County Center Drive 0 Croville, CA 95965 0 J. Michael Crump, Director (530) 538-7681 U 14'� (FAX) 538-7171 Uc S Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 0-7 02,ZBuilding permit # Owners Name: Owners Mailing Add. ress: Property Address: 2_.:3�0 V- 0 ENCRO kC VIENT PERAUT ACCRPTED: PER�MTNUMBER: epo60,'�5_1 ENCRO kC AEN C PE MIT EX.EM-PTION' Reason for exemption: Not a County maintained road 1 0 Existing driveway conforms to County S-31 standard EI Other ,ed Approved by 'Printed Name LAI 5 Title Z, T, Date r-n-NmvrT . ()Nq FOR KKEMPTING A DRMWAY PERMIT 1. An existing home with adriv'eway 10 years or older and doesn't cause any problems with the county road or drainage. ing or repairs. 2. An existing home with only minor remodel' ?pS:TMEtq-r 0 1100 T KI /17 - Department of Public Works /j/ 0 IN 1.... 0 % lil 0 a \ C o u n t y o f B u t t e �1 0 i 0 LAND DEVELOPMENT DIVISION 0 0 J. Michael CrUMP, Storm Water Management Program 0 0 & Director 7 County C6nter Drive UNI Oroville, CA 95965 (530) 53a-7266 4 -IC W (FAX) 53a-7171 National 'Pollutant Discharge . Elim.ination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACR Project Description: 6 7c? Project Location and/or Parcel Number: By signing below, 1, the project owner/owner's agent, certify that this project WELL NOT DISTURB I acre or more of land and that'l, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I or a Construction I am aware that submitting false and/or inaccurate information or failure to apply f Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. ,0 �-z -L Signed: Title: /V Date: 1,-4— Z, Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Prograrn OWNER -BUILDER VERIFICATION Attention Property Owner: - An "owner -builder" building permit has been applied f6r in your name and bearing your signature. Please -complete and return this information at your earliest opportunity to avoid unnecessary d eilay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the ma ,7,�r labor and material for construction of this proposed property. imppvement: 'YES[/, NO[ 2. 1 HAVE [V] HAVENOT [' ]signed an application for a building permit for the proposed work. 3. 1 have contracted with.the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 1 will provide some of the work but I have contracted (hired)'the following persons to . provide the work indicated: NAN1E ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: 7- 6177 In -,v— DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 perinits 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 your 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 $200 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 government 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 contribu�tions. • There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. • For more specific information about your obligations under federal law, contact 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 contractor 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirin that you are aware of these matters. The building pernift will not be issued until the verification is returned., Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. I ------------- - 7426-79B,P,E,M -PERMIT NO. PERMIT EXPIRES Rita Allen OWNER CONTR. Wakpfipld Cnnqt rhiro 36-021-41 LOCATION (A.P. S/S V-7 Rd., 600'E.of Oro Bangor Hwy,Oro. t Terfip. Power Pole Cal -led PG&E Temp7Elec - Sery 'P (i� I I ed G& E'_ Tern Gas Serv. 41ja�"Z'Rlc) ailed PG&E B FINALED (Date) �Sig_natueK COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECT16N REC'OR"D L nf. Steel Bond Beam I FIRE SPRINKLERS I Motors -00" VIA lelov' Framing C ),'C> -2— —1— & V'O Test Water Ir. .0o, Mesh ME-CHANICAJ- of Gid:'Oault Prot. Scratch Heating Service Brown Cooling y Temp. Pole Finish Ducts Underground Interior Lath V411li"Nion— Z"arom 4 4 04 Door Closer—, gLFln SL " MOBILEHOME UTILITIES ------------------ % .. r1ec. Service Water Piping Sewer Gas Piping IME IN§1A6hA1!gN -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 12- ZP-7 ;F>_-9 ty-In 7Z 2- 6 (NOTE: An entry must be made on this form each time you visit the job site.) BUILDING BUILDING (Cont'd) _P6UMBING Setback gZ 12 Firewall 9-S 2 -2 -KR -o Soil Piping :2 d -(D Forms Parapets 1st Flooeor Main Bldg. Restroom FinjAh, 2nd Floor Footings Windows _Q/-5 2- 2.(" k 0 3rd Floor Stemwa I I Siding 9 Y-0 Topout k Slab Roof SheaSigg . 1� k- JQ:2 Water Piping Piers Roofing V,--5 Sewer Garage Fdn. Vents Fixtures Footings Stemwa 11 Garage Vents kjCP_ Insulation Water Htr. Heaters Slab Carport Footings Prov. for physiAly- //r' handicapped Conformance of ex. [_9_XIG%re Appliances Gas Piping & Test ��ZT_d Temp. Gas 100, Slab =(Final.) z'ZZ� RA4QIon Patio 1�41_*_� FIAI 1-1 -0-1 F nai/ L nf. Steel Bond Beam I FIRE SPRINKLERS I Motors -00" VIA lelov' Framing C ),'C> -2— —1— & V'O Test Water Ir. .0o, Mesh ME-CHANICAJ- of Gid:'Oault Prot. Scratch Heating Service Brown Cooling y Temp. Pole Finish Ducts Underground Interior Lath V411li"Nion— Z"arom 4 4 04 Door Closer—, gLFln SL " MOBILEHOME UTILITIES ------------------ % .. r1ec. Service Water Piping Sewer Gas Piping IME IN§1A6hA1!gN -------------- Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 12- ZP-7 ;F>_-9 ty-In 7Z 2- 6 (NOTE: An entry must be made on this form each time you visit the job site.) FRAMING I s S M s--PrODer Mater Walls--Studs--Nailing & SDacina & BracinR-- Walls over Girders & Floor Nailin Permit No. Draft Stop in Walls (rat �roof) Z.Flre Stops --Furred Ceilings--Stairi--Chases--Tub t7,e--_')Header & Beam --Size & Bearing Hangers--Pbst Caps--Anchors--Connectors 1, �.Ceiling Joists, Rafter Ti�s, Purlins, Roof Bracing, Trusses, Sheathing,'Roofing* Fireplace Ties or Type A Flue --Fireplace Throat U -._'Attic Access --Size & Romex Protection Area SeDaration Walls --1 hr. Fire -- IW. -"Ext. Doorsm-One 3' - Check Garage *6�.L`Stairs--Width, Headroom, Rise, Run, Landing --Fire Protection --Attic Vents --Rafter Ou �V�_WMMM.L� s -W--#,----gtucco Mesh, Drip Screed & Foundation Vents & Underfloor Access —vL2&.-_'Glass Protection if required 21. Sign Job Card ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD Signed: Date: -2- S --Easements UNDERFLOOR Permit No. und ,,_41umbing- -Drain--F all -Fittings --Wrapped it Concrete 4211 test/ Gas Pive-- Water Pipe- & Test & Anchors -- t & Insulation ts--Vents--Cripples '00�sign Job Card: f'� 0 _7Z V-_� ALL OF ABOVE COMPLETED / / EXCEPT / 7 rC) t�) 0 Signed: Date: 17�' ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD A Signed: Date: PLUMBING --Above Floor 1. -Water Heater--Vent--Access.--Combustion Air Permit No. ,Aater Pipe --Test & Anchors --Nail Protection 3e."' -Drain Pipe--Test--Fittings & Anchors --Nail Protection 42" Test JUD, Shower Pan --Test, First floor --Tub Access 6-.I(f�_.-Test Tub & Shower, second floor --Tub Access fi,.,"'-,.,Gas Pipe --Size & Anchors V"_ S ign Job Card -ABOVE LISTED CORRECTIONS COMPLETED- Date: ELECTRICAL --Above Floor Permit No. t'._�raearance &.Insulation Protection at Flush Light Fixtures 2,--'TAec. Receptacles Spacing --Lights & Switches at Doors 24,'A'ize Boxes & No. of Conductors --Stapled 4<�A(omex Installed Close to Edge of Studs & C.J. 5'.",,Fquip. Ground made up w/Mech. Fasteners 6,.*'- 2 Appliance'Circuits in Kitchen & Conductor Size _.jd/4(-lSub Feeders --Wire size L= ga. Cu or Al, Breaker Size Amp. -- -,Insulated Neutral. Yes ig'.- Range Circuit ga. Cu orUA /, Breaker Size Amp.--Qwew Circuit �W ga./Cu-')br Al, Breaker Size Amp. 9.' %arvice--Riser Conductors & Ground 1PI-Bond Gas & Water Pipes 4-1�—Clothes Closet Light --Shower Light 12. Sien Job Card S igned: I)ate: ZC, 0 %_j ABOVE LISTED CORRECTIONS COMPLETED Date:. ......................... ...... ............. MECHANICAL --Above Floor Permit No. ............ �C Ducts --Insulation & Su��Ort' .. . . ....................... Vent Fan --Exhaust Above Insulation 34 --"Condensate Drain & Overflow --Size & Grade 4-.Z-Furnace--Vent--Access-Comb.Air--Return Air Vent --115V Outlet 4,1- Attic Access & Platform if Furnace in Attic 6. Sign Job Card ALL OF ABOVE COMP*�E�E� RX . CEPT Date: S igned: ABOVE LISTED CORRECTIONS COMPLETED Date: -3- FINAI: Permit No. 2,.-'Xntrance Stevs. Door & Sidelight Protection. W'.'�.,4urnace--Vents. Clearances. Combustion Air.:ConnectorVin Garage -Height & Mech.Piotection DK',/G.F.I. & Bath Fixtures P". Electric Trim & Sub Panel --Labels Stairs & Rails --9.—.,.,Fireplace or Stove--Clearafices, Hearth W. J�Iectric Outlets at Wood Panel --Int.-& Ept. d xtures & Appliances in Kitchen--Groj&tf'ded--A+r-eapr---Cookin4-Crearance ectrical Outlets & Receptacles at Kitchen Counter rage Fire Door --Swing & Landing, Closer -j�:�.C. Duct in Garage --Damper We.' Water Heater --Vents, Clearances, Combustion Air, P.R.V., Connectory'fn Garage -Height & .Mech.Protection --Area Senaration W Ir. Electrical Receptacles in Garage (G.F,I,) Romex protect LP". -Steps at Ext. Doors & Landings 20-.--Puard Rails and Deck Construction -2+—. Foundation Vents &.Crawl hole Door --Drainage & Wood -Earth Clearances— ,Looked Under Floor-77Yes 2t'-. Following Installed: DrivV..L No; Planters or j Yes L_j No; Walks 1. -�`Yes j � 3,Fing Walls M Yes /---I No --- Creating Drainage Problems 7-7 Yes No 2-3,*.- A.,'C. Unit --Disconnect, Clearances, Breaker & Conductor Size --115V Outlet Uko"Vents Above Roof --Plumbing, Appliances, Fireplace --Clearance to Openings -2-5-. Later Well -Disconnect, Electrical, Plumbing M -f -Exterior Electrical Trim & G.F.I. Recevtacle ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB f6ARD/ RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT2N�RqY CONSERVATION REGULATIONS AT -7 v -,o f (locdtion) BU ILD ING PERMIT NO. -74 ZZ & -F-jE/)%-6P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (C�eck each item or write N/A if not applicable) INSULATION: Slab Edge. Fdn. Walls Floors Walls e- i I Ceiling/Roof Ducts �/ *V!5 Circulating Pipes APPROVED HEATER A -- APPROVED WTR.HTR. A— GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS.- WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION CERT. APPLIANCES I I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name- W%'n �s --T—k :S zz/4t, P7 Signature of (please print) Insulation Applicator State Contractors License No. General Contractor/Owner Nam )Ala Ce f 1� d (please rint) Signature of j f. General Contractor/O�vneiO,26, , - b Date ZK 6 40ta�e'Contractors License No. ::P- -/ a -2-, THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. COUNTY OF BUTTE. - 6EPARTMENT OF PUBLIC WORKS 7 Co�nty Center Drive, -' Orpville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT - BUILDING f Owner Z 7-4 S T. Occ. BUILDING VALUATION WQ.F Mailing Address Z1 Telephone No. Contractor Mai I i ng Address Fireplace Total Valuation 4) 1/0 ee�*" FT—elephone No. �WZfWl PermjLfe� /0.0 Building Address ,14� V-3 6/40 -15'-1an Checking.Eee_W/or Penalty -S-0 -Permit Fee $ 7.5-6 T -T I z,z ap AAA -6-> ew, gy!!* PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 -�,C:io . Each Trao "260 16,06 646 Repair drainage or vent piping 1.50 - A. P. No. C, -2 1_� Zoning& Planning Water piping PJ60 Z�, or) Each gas water heater or vent A40 vo 1 S Fi re Dept. I F re Zone Use Permit Gas piping system 1 - 5 outlets A,00 0c) EQA IP arking P cel Pians Declaration Parcel 441501 60' R/W Improvements 1 —1 Each additional outlet .30 Building sewer .00 111�_ Bldg. Plans Rec'd I Porceltzprov 1 Plans A 0 C., Lawn sprinkler system 2.00 NEW R1 ADDITION UTILITIESE] OTHER Permit Fee $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 '4, o 6 600V OR LESS Main service 100 AMP OR L =SS 5.00 r Single Family Duplex Mobi I Home E] Others E] Main service EA. ADD'L 100 AMP 2.50 main service CIER 600 V 100 AMP OR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST. OR A . . . S. ( DAWC1E:LL.LN-GG C Jpi.�) 120 sq ft 4,15� 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 sty I e of: NEW.CONSTR. (MULTI -O " ' NON RESID. BRANCH CIRCUITS 12.50eal NEW.CONSTR. (POWER APPARATUS NON RESID. SINGLE OUTLET CIR Ex. Occui3(OUTLETS OR FIXTI]RES so @ :74 BAL FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the contractors License Laws of the State of California. Permit Fee $ 9-1 4511 $ MECHANICAL No. FEE WORKMEN'S COMPENSATION INSURANCE I 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. 2 PERMIT FILING FEE $3.00 �, 0 6 Heating 10ojA-�_ U Tk&fzi - (500 1 i ng -7--7' LjI certily Lim in Lhe periormance o i e wor or w C" 1.11 S Ventilation permit is issued I shall not employ any person in any manner I so as to become subject to the Workmen's Compensation Laws of Hood 2.00 ;Z,46 6 Cal ifornia. Permit Fee $ / 3-.a C) I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. ate Signature of Permitee or Agen Receipt No. 3 :0 :;-6 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod-Appli cant Land, Development Fee TOTAL PERMIT FEE 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. DIREC OF PUBLIC WORKS By Building permit expires Date RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) Bldg. Permit # OWNER A.P. # A. GENERAL Zoning requirements,(sideyards and parking). Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. 5;_.__"SetbaC'�k!p, sideyards, easements, etc. 3 Other buildings or structures. Grading, fills; drainage. C. FLOOR PLAN -,k'. Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). ,��.Required windows for second exit (Sec. 1404). _4---' Allowable glazing for energy requirements (20% max. per.State law). ,R -.-"*Human impact glass (Sec. 5406). ,6-.O'O*Required room sizes, ceiling heights (Sec. 1407). .Wo.*" G.F..C.I.'s in baths and exterior outlets (Sec. 210-8). ,80*" Light fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment. -9-.-I'locations of water heater, heating & cooling equipment, Other eiectrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)).- 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. Smoke.detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to,construct building. Floor co�struction details complete enough to construct building. .�,3,.o Elevations and wall construction details complete enough to construct ,,000 Roof construction details complete enough to construct building. 4�K Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. .Z5 Stairway details (Sec. 3305). Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). Exterior plaster - weep scre eds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. Garage door or porch header sizes. - Adequate bracing. _11�_ Living area over garage --complete 1 -hour separation walls and posts, etc. 0 -14. Two (2) exits on three-story dwellings (Sec.. 3302). building. (State law). required including supporting -M Ere L AND OF NATURAL WEALTH A N D BEAUTY DEPARTMENT.OF HEALTH PUBLIC HEALTH SERVICES DIVISION OF ENVIRONMENTAL HEALTH Addres3 [3 695 Oleander Avenue, P.O. Box I 100 EX 7 County Center Drive 0 747 Elliott Road Chico, California 95927 Oroville, California 95965 Paradise, California 95969 Reply to Telephone: 916/343-4211, Ext. 62 Telephone: 916/534-4281 Telephone: 916/872-2961, Ext. 58 -ber 1978 12 Seote.n Willie & Mfatilda 3rannon �2360 V4 'Road Oroville., GA 95965 T1 3-r-a—lon: --e 32- -.!r. an, d -�tr s On a recent date, this deDartment irrrestigated a complaint concernit th side of V-7 Road, Oroville, tl-e condition of DroDer-Z�y located on t, - sout 13 CaLif orni a. The property is identified as 3utte Cou-ty Assessor's Parcel 3 lo -�02-1 -;-41 and you are listed as the assessed owmear. 36 debris on the property are a The extermsively fire da-maged dwelling- and in harb nuisance, a hazard and a ve--.n- oraae. Please contact this department T w i fourteen (14) days cm cerning your plans to clean the property. ith., n. -eached at the above address and telephone nmbers. If the property may be i ce,. this department may proceed with action. to abate is not cleamed at on a nuis becoming a tax lien on the property. ance with all e:Teases incurred Very truly yours, w Thomas Raid, R.S. Sandtaria-i! % 3z d TR:d L;-�l 94 -HC 'Ref: cc: Buildiaq De-oart--ent Occembw 30s 1976 y1nie arsd matilda zm=n 2360 V-7 Road C)T'OviUo,p =iromia 9A65 Pei 2360 V-7 Pozdt Civrinc A.P*O 36 -MI -41 Dccr t.r. and krim. Braman: It hJw rcccntlY CMW to = attmit1cn ttat the L-amod out mrmto of o ftoUU4i stUl c3dst at tile abow io=ticn. 110 essm ccrZ7 C -bo -.:t FVjr mWort,tmep but the F-comt etatuts of the baildinf; cc,,,wL1tUU,-3 c rmiscrxo m4cr provisi= of the CalltcrrAa Stato ff.c=14,3 jrm,* crd m.vt bo at-atod. Tho bULM.V vzm.,at tm- clt�wz rebr-Ult or de,11ohed riad the lot Clez;rcd of all d6bris eithin skcty deV of the abov* dato. YoL,. =or. craUon in removina thia waLsAnco aid eyeccre to t,.�e cot�,_u,,jt7 v. -IU ba Oppreciated. Vill rou plasso pive thlo mattcr yv= I.-nrdirte attcntlar, and rmtif�7 uo within thlrt-v da:m of tho &tcve at,- ao to ymw dccjsjc,_.�. Slxxad you chooso to retUld,, po-m-1to %dj2 be rcquU-od J�v-a tho L:,jWAn& Oqprtment at 7 Comty -Center Drives Orovillo. If you hzve'aW qwstja-,js, plocao fml free to call urcm w. very trdly F=Op S. Vwihart, R.3. C;UpervisIM Owitarian Lnv/jr cc I /BU1d1rS Dopex=t I Permit#4147-83 Sam Burchett COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534--4541 APPLIATIONAND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER, TELEPHONE SQ.FT. OCC. BUILDING VALUATION OWNER's MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace ____rNOWN CONSTRUCTION LENDER Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Fi ling Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME I PARCEL MAP I Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SFF1 DuplexF1 lvlobilehonreF� Other SPECIFY Building sewer 5.00 Mobile Home I S I G JW 1 10.00 e TYPE OF WORK New R Addition F� RenrodeiD Utilities F� InstallationEl Other 0 Describe work: Permit Fee $ contractor ELECTRICAL PERMIT FilingFee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.CO Main service EA. ADD -L 100 AMP 2.50 NEW CONST DWELLING CCUP.11) OR AD.NS. ACC.BLDGS. 21/20sqft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F1 I am licensed under provisions of Chapt. 9, Div. 3 of the Bus I ness and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec.—, Business and Professions Code for this reason N.EW CONSTIR_ (MULTI: OUTLET . N.RES', BRA N, CRC. ITS) 2.50 ea I NEW.CONSTR. (POWER APPARATUS.&') NON RESID. SINGLE OUTLET CIR Ex. Occup(OUTLETS OR FIXTURES 520@50t ALO 300 FIXED APPLNS. OR Ex. OCCUP- OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15-00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Fi I ing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F -I The permit is for $100-00 (valuation) or less. E] 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-InVure. E] 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. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor — 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant OwnerEl ContractorEl Agent An OSHA permit is ryuired for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL 1. NO ISSUE 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. WHITE-D.P.W., YELLOW-ASSfSSOR, PINK -INSPECTOR. GOLDEN ROD-APPL I CANT COUNTY OF BUTTE -WTME'NT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534--4541 APPLICATION ANOPERMIT 1"SESSOFj PARCEL NUMBER -4t ZONING BUILDING PERMIT -7 OWNER S-At�,4 [3 L) F_ C-" eT I LEPHON i�'33-1 SQ. FT. OCC. BUILDING VALUATION 0 W N Ej;�5 GVDDRESS A -7 KD.. OP-OVIL-Lic. 0 -1 - CONTRACTOR'S NAME ' tQWd E ITELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace <:, cx�I, &0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ ock,7,0- 00 Filing Fee $ 10.00 LENDER's MAILING ADDRESS Permit Fee $ 6tvt ARCHITECT OR ENGINEE7Jtt,1,Le,.J LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'E'MAILING ADDRESS I Permit fee $ 2's- a b BUILDING ZMO TFOJ�S�. PLUMBING PERMIT FilingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 oco Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP I Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF[d Duplexn MobilehomeF� Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 1 1 110.00e4 TYPE OF WORK New D Add i t i on [J gernodei El Utilities El Installation[] Otper Describe work: 0 GTALi- UlooD R Lt 6310 .Permlt Fee $ Contractor ELECTRICAL PER -MIT FilingFee 10.00 eice 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 NEW CONST. DWELLING OCCUR.&) OR ADDNS. ACC. BLDGS. 21/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec.—, Business and Professions Code for this reason NEW CONSTR. MUATI-DUTLCT NO N.RES'D. BR C CR , ITS) 2.50 ea I NEW CONSTR. POWER APRARATUS &' NON-RESID. -SINGLE OUTLET CIR . Ex. Occup(OUTLETS OR FIXTURES 20@500 SAL@300 OCCUP. FIXED APPLNS OR Ex. OUTLETS (RESI.D.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15-00 Permit Fee $ Contractor MECHANICAL PERMIT Fi I ing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F] The permit is for $100.00 (valuation) or less. Ej I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certifi cate of Consent to Self-InVure. Ur 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. 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 agains sat ;lCount ' onsequence of the granting of this permit. r X Date Signature of Applicant — OwnerEl ContractorEl Agent'D An OSHA permit is ryuired for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP ROUP I TYPE OF CONST, IPARCELI P This permit is hereby issued under sipq�s pf I h:tButte County Code and/or w r d i c ed %bove for which ERTOR OF PUBLIC ABye. 11/16�� PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 12 —/,7- ks� Receipt NO. 0994 WHITE-D.P.W., YELLOW-ASSFSSOR, PINK -INSPECTOR. GOLDEN ROD-APPL I CANT rrr�r , JOB: Fletcher Tom 9;19 LOCATiom Butte Co. MiTek@ TRUSS ENGINEERING 655 Cal Oak Rd, vor MiTek Industries, Inc. ,/ 7777 Greenback Lane P.O. Box 1947 ` -Suite 109 am �►�+ Citrus Heights, Ca.95610 Orov/lle, Va,95965 Phone:(916)676-1900 Fax:(916)676-1909 Phone: (530)534-0300 Fax. -(530)534-5269 . ,1111 IN r; Do- LUMBER + g' 0 -HARDWARE STOCK PLANS ► CUSTOM DRAFTING r" ► TRUSS ENGINEERING Ulf iit, ► TRUSSES ► PRE FRAMED WALLS x ot 1, This Image Was created with Fn�.ht WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. BUTTE COUNTY WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. �} BUILD114G DIVIS��� .�y APPROVED ��x Ile4k �. TIMBER PRODUCTS l TRUSSES REQUIRE EXTREME CARE IN HANDLING, ,� ,� .��. a� INSPECTION 105 S.E. 124th AVE. Vancouver, Wa.98684 DEP Phone:(360)449-3840 Fax:(360)449-3953 1 i n 1 ..III rj I TRUSS SCHEDULE Tails Project: FLETCHER_TOM County: BUTTE Contractor: Endeavor Homes Date: May 17, Zoos Roof: Comp Plan: Snow: o Drawn By: Mw Tail Cut: Plumb .. ATTIC Project: FLETCHER_TOM County: BUTTE Contractor: Endeavor Homes Date: May 17, Zoos Roof: Comp Plan: Snow: o Drawn By: Mw Tail Cut: Plumb S a MiTek Industries, Inc. 7777 Greenback Lane r Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Fletcher Tom Fax 916/676-1909 j The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R21297047 thru R21297048 My license renewal date for the state of California is March 31, 2007. �OQVpFESS/S. aN�` c3 m W C 046433 EXP. 3-31 May 17,2006 Tingey, Palmer 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-2002 Chapter 2. :FLETCHEFR� Truss Truss Type Qty Ply TOM GAMBREL GAMBRELATTIC 1t 1 �27048 Endeavor Homes, Oroville, Ca., Marc Tear Job Reference o tional'' 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed May 17 10:14:212006 Page 1 ' -q T 2-10A 1 5-10-4 18-1-12 21-1-12 24-0-0 24-6 0 " 0-6-0 2-10-4 3-0-0 ` 12-3-8 3-0-0 2-10-4 0-6-0 4.00 F12 4x4 ... :. 5x6 % _ Scale = 1:67.5 ' 5 ; 5x8 4 8 3x6 // 7.5x4 II 18.15 12 34 \\ 3 7 . .. m i 9 BId 5x8 = 13 12 11 10 5x8 :.3x6 11 ...10x12 = ,.10x12 3x6 1 'I. 2-10-4 5-10-4 18-1-12 21-1-12 24-0-0 '. 2-10-0 3-0-0 - 12-3-8 3-0.0. ,.2-10-4 Plate Offsets X Y : [4:0-3-0,0-2-3M6:0-3-0,0-2-31, [11:0-3-8,0-7-121, 12:0-3-8 0-7-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP h TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.11 11-12 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.15 11-12 >999 180 BCLL OA Rep Stress lncr YES WB 0.43 Horc(TL) 0.01 8 " n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 1991b LUMBER BRACING TOP CHORD 2 X 4 DFNo.1&Btr G TOP CHORD Sheathed or 4-11-13 oc purlins. BOT CHORD '2 X 10 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 JOINTS 1 Brace at Jt(s): 14 REACTIONS (Ib/size) 2=1499/0-5-8, 8=1499/0-5-8 Max Horz2=240(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-1534/0, 3-4=-1711/0, 6-7=-1711/0, 7-8=-1 534/0, 8-9=0/15, 4-5=-750/0, 5-6=-750/0 BOT CHORD 2-13=-77/778, 12-13=-77/778, 11-12=0/1001, 10-11=0/778, 8-10=0/778 1 1 1 WEBS 4-14=-432/12, 6-14=-432/12, 4-12=0/947, 6-11=0/947, 5-14=0/114, 3-13=-636/51, 7-10=-636/55,3-12=-96/477, 7-11=-98/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load f and 6.0 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 It with exposure 8 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 noncwneurrent with any other live loads. 4) Ceiling dead load`(5.D psf) on'member(s). 4-14, 6-14_ 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (b:0 psf) applied only to room. 11-12 6) A plate rating reduction of 20% has been applied for the green lumber members. QRpFESS/0,� LOAD CASE(S) Standard I LU C 6433 P. .07 0 q May 17,2006 WARNDIO - Verify design parameters and READ NOTES ON THIS AND DICLUDED MITES REFERENCE PAGE MII-T4T3 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 - Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 M , �� r 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 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M iTekm. i F I I i 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. cz c3 J5 3.` Place plates on egch face of truss at each p c4 joint and embed fully. Avoid knots and wane O _ �� 3 " at joint locations. = �' O U �5 u U 4. Unless otherwise noted, locate chord splices d at'A panel length (± 6" from adjacent joint.) * For 4 x 2 orientation, locate ~ ca c7 ce BOTTOM CHORDS 5. Unless otherwise noted, moisture content of , lumber shall not exceed 19% at time of fabrication. plates 1/T?from outside edge J1 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"' V\/\] 1=1 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. C ob ruse Truss ype tY Y 821297047 FLETCHER TOM GAMBR_GE GAMBREL ATTIC 2 1 JobReference o tional 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed May 17 10:14:20 2006 Pagel Endeavor Homes, Oroville, Ca., Marc Teer 18-1-12 21-1-12 1 24-0-0 2 0 - .... 06-0 2-10-4 3-0-0 ,.. lly§-d1 3-0-0 2-10-4 0-6.0 .. -. Scale = 1:75.1 5x1040 12:: 3x4 3x4 Z 5x10 8x8 // 3x4 % 7 -: 3.4 C 4x8 \\ NO TOP CHORE NOTCHING IS ALLOWED 8 WITHIN 24" OF HE Ir EEL JOINTS. s - _ 9., - . 16.15 52 3x8 // 3x6 \\ ; 70 4 12 '3' 12-0-0 13 qQQ W // 17 3x6 II 16 15 14 SxB \\ <. .; 3x6 I .10x12 10212 = 3x6 . .3x6 II ... 3.6 I ''.. 3x6 2-10-4 5-10-4 18-1-12 21-1-12 24-0-0 2-10-4 - 3-0.0 12-3-8 30-0 - `.2-10-4 Plate Offsets X Y : 2:0-0-8 0-2-11 5:0-4-0,Edge], 6:0-6-12 0-2-0 , 8:0-6-12 0-2-0 9:0-1-9,0-2-0 , 11:0-0-12,0-2-9 , 15:0-3-8 0-7-121,[16:0-3-8,0-7-121 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Lid Vert(LL) -0.1315-16 >999 360 PLATES GRIP MT20 220/195 TCLL 16.0 Plates Increase 1.25 TC 0.66 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 15-16 >999 180 TCDL BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 11, n/a nla Weight: 279 Ib BCDL 10.0 Code UBC97/ANSI95 (Matrix) BRACING LUMBER TOP CHORD Sheathed or 5-10-8 oc purlins. Except: " TOP CHORD 2 X 4 DF No.1&Btr G 1 Row at midpt 3-5 BOT CHORD 2 X 10 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G JOINTS 1 Brace at Jt(s): 18 OTHERS 2 X 4 DF Std G WEDGE Left: 2 X 6 DF No.1&Btr REACTIONS (Ib/size) 2=1467/0-5-8, 11=2000/0-5-8 Max Horz2=-459(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension - 8-9=-857/3, 9-11=-1179/0, 11-13=0/15, 6-7=-691/0, 7-8=-688/0, 3-4=-562/39, TOP CHORD 1-2=0/15, 2-5=-1071/51, 5-6=-866/9, 4-5=-970/0, 9-10=-1087/0,10-12=-994/106 14-15=0/1069, 12-14=0/1069, 11-12=-543/0 ' BOT CHORD '' 2-3=528/51, 3-17=-77/831, 16-17=-77/831,15-16=0/1070, 9-15=0/1026, 7-18=0/161, 4-17= -77 311 50, 10-14=-570/86, 4-16=122/402, WEBS 6-18=523/79, 8-18=-524179, 5-16=0/1151, 10-15=126/362 NOTES 1) Unbalanced roof live loads have been considered for this design. 25 ft above level, using psf top chord dead load 2) This truss has been designed for the wind loads generated by 80 mph winds at ground occupancy category 1, condition I enclosed building, of and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per The lumber DOL increase is 1.33, and the plate grip increase is 1.33 , porches exist, they are not exposed to wind. for loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable 3) Truss designed wind End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. OQ��FESS�ON9 4) All plates are 1.5x4 MT20 unless otherwise indicated. ��� 5) Gable studs spaced at 1-4-0 oc. a 10.0 bottom chord live load nonconcurrent with any other live loads. QP 6) This truss has been designed for psf ' "' m 7) Ceiling dead load (5.0 psf) on member(s). 5-6,8-9, 6-18,8-18 m - bottom dead load (5.0 psf) applied only to room. 15-16 rn W C 0 33 8) Bottom chord live load (40.0 psf) and additional chord t9) A plate rating reduction of 20% has been applied for the green lumber members. indicated, fastened to truss TC w/ 2-10d nails. E - 1-�Z g ( ) purlins at oc spacing 10 Design assumes 4x2 flat orientation urli LOAD CASE(S) Standard S OF 1F May 17,2006 WARNING -Verib design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. building component. 7777 Greenback lane, -- Suite 109 - Citrus Heights, CA, 95610,�,� Design valid for use onh/with MU connectors. This design is based only upon parameters shown, and is for an individual and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown the _ Applicability of design par imenters is for lateral support of individual web members only. Additional temporary bracing to insure stobiliiy during construction is the responsibilliiy of the building designer. For general guidance regarding erector. Additional permanent bracing of the overall structure is the responsibility of control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria DSB-89 and BCSII Building Component : M iTek® fabrication, quality Safety Information available from Truss Plate Institute, 583 D'Onofrfo Drive, Madison, W1 53719. $ymbOlS Numbering System A General Safety motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are 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 T o joint and embed fully. Avoid knots and wane 0 at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices at'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ ca c7 c6 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 4 9. Lumber shall be of th@ species and size, and X perpendicular to slots. Second in all respects, equal io 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 trusse, are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at ®` EE 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. , engineer. C = 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ® 1993 MiTek® Holdings, Inc, f STANDARD GABLE END DETAIL "?ROF [/SAC - 20G 12/1612006 PAGE 1 OF 2 MITek Industries, Inc. Western Division HEATHING Y OTHERS) 19 *DIAGONAL OR L -BRACING 9-30-06 REFER TO TABLE BELOW SEE PAGE 2/2 FOR 1_24"MAX 24" O.C. A TYP ALTERNATE BRACING DETAIL CIVIL 4x4 1X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-10d F CALW TOE -NAILS 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW FE A A VARIES, 1 1/2" TO COM 1/2' 6' 3" 12 3 M L DG _r� TRUSS H T NOTCH AT sx, 3x5=24" O.C. (MIN.) CONT. TOP CHORD END WALL SPAN TO MA f -NOTCH DETAIL IGID cEILiNG MATERIAL DETAIL A TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF -STUD/STD -LATERAL BRACING NAILING SCHEDULE LOADING(pso SPACING 2-0-0 —UP TO 71-011 TCLL 30.0 Plates Increase 1.15 3-- TCDL 10.0 Lumber Increase 1.15 ..100-0- A -1-n 0 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 LUMBER TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF -STUD/STD -LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END —UP TO 71-011 12 INCH O.C. -10-0 11-8-0 —8-10-0 3-- WER 8'-6" 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO 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. III 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 6'-6". TOP CHORD NOTCHING NOTES 11)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT a- O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 NINE A wA-wG - Y-,ify —ity. Parameters and READ NOTES ON MS AND MCLUDBD WTEK JtZFMZZNCB.PAGR MU -7473 BZF0j?Z USE.7777 Greenback Lane Design valid for use only with Mfrek connectors. This design Is based any upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paramenters; and proper Incorporation of component Is responsibidly of building designer- not truss designer. Bracing shown Citrus Heig Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsIbIllify of the his I CA, 9561 erector. Adonal permanent bracing of the overo fabrication, qua control, storage. delivery, erecli 11 structure Is the responsibility of the building designer. For general guidance regarding on and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety information Ovallable, from Truss Plate institute, SB3 D'onofflo Drive, Madison, WI 53719,. L MiTek MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. -10-0 11-8-0 —8-10-0 16 INCH O.C. 5-0-0 - 7r 8-0 24 INCH O.C. ..100-0- A -1-n 0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO 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. III 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 6'-6". TOP CHORD NOTCHING NOTES 11)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT a- O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 NINE A wA-wG - Y-,ify —ity. Parameters and READ NOTES ON MS AND MCLUDBD WTEK JtZFMZZNCB.PAGR MU -7473 BZF0j?Z USE.7777 Greenback Lane Design valid for use only with Mfrek connectors. This design Is based any upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paramenters; and proper Incorporation of component Is responsibidly of building designer- not truss designer. Bracing shown Citrus Heig Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsIbIllify of the his I CA, 9561 erector. Adonal permanent bracing of the overo fabrication, qua control, storage. delivery, erecli 11 structure Is the responsibility of the building designer. For general guidance regarding on and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and BCS11 Building Component Safety information Ovallable, from Truss Plate institute, SB3 D'onofflo Drive, Madison, WI 53719,. L MiTek Y I STANDARD GABLE END `DETAiL M11/SAC - 20G 12/16 2006 PAGE 2 OF 2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF-L BLOCK 2 10d (NP) \ -A I 2X4 BLOCK SIMPSON A34 f OR EQUIVALENT +_ 45 '2X4 ST JD OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF LEDGE BRAC . EXCEPT FOR BRACE EXTENDED 2X4 No. 2 OR BTR STRONGBACK INTO E CHORDS & CONNECTED TO 2X4 No. 2 OR BTR , CHOP S W/ 4-10d NAILS. MAX. NGTH = 7'-0" GABLE EN© 0 fESS1O ��--► ��° X40 y' fiw" 6'-3" MAX TO BEARING WALL STANDARD TRUSSES SPACED @ 24 O.C. - Ob tp"% CIViL' ALTERNATE BRACING DETAIL �QFCAut�'� - FED 1i I �Mt NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0",LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = V-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0'r O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. ® WARNING • Verify design parameters and READ NOTES RNTRYS AND INCLUDED NITER REFERENCE PAGE MU-7473 BEFORE USE. 7777 Greenback Lane rip Suit09 Design valid for use only with Malek connectors. This design is based only upon parameters shown, and is for an Individual building component. Citrus He AppOcabiilt of deet n aramenters and CIWe Helphts, CA, 9581 y g proper incorporation of component h responsibility of building designer-not buss designer. Bracing shown 4 for lateral support of individual web members only. Addittonat temporary bracing to Insure stability during construction is the responslbllgty of the erector. Additional permanent bradng of the overall structure is the responsibility of the building designer. For general guidance regarding �,�� fabrieatlon, qually control storage, delivery, erection and bracing, consult ANSI/fPII Quality Criteria, OSB-89 and BCS11 Building Component tl Soley Inlorma8on available from Truss Plate Institute. 583 D'Onoldo Drive, Madison. WI 53719. I II ORR t � a .. � J. .hv Fq _ rq.,fi� tilo I �'-t � I ,e: ���� tyr � {.,i I �,j;J��� att �ti ,i t w M M :'iH�,M i" �t:� �i�i� ���• i �ib�; ,lP h' 611 i., I� / 7 i