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HomeMy WebLinkAbout079-310-001Bill Wilson 430 Oakvale Ave., Oroville contr: Polly Pools, Oroville -Permit #4366-77B,P,E(new private swimming pool) /I� 9/b/,g 079-310-001 06-0488 MCNAIR, JANA 430 OAKVALE AVE, OROVILLE CONT: OWNER ADD -GAR -AGE BUTTE. CONSTUC-T-ION, INC. --961-71B - 996-71P 911-71P : VS Oakvale approx. 600, -S. Crane Ave. OroQ i.(new single family)* 97 In r7 CnI �.� BUTTE COUNTY PERMIT'NO. DEPARTMENT OF DEVELOPMENT SERVICES t BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP061604: OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS: LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/03/2006 APN: 079-310-001-000 the Business and Professions Code, and my license Is In full force and effect. License Class : License Number: Site Address: 430 OAKVALE AVE ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION. I hereby affirm under penalty of perjury that I am exempt from the Description: REPLACE MAIN ELECTRICAL PANEL Contractors' Slate 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: MCNAIR WILLIAM G JR to Its issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 430 OAKVALE AVE the Contractor's Slate License Law (Chapter 9 commencing with Section OROVILLE, CA 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 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).): IU/1, with wages as their as owner of the properly, or my employees sole compensation, 'will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business.and Professions Code: The Contractors' Slate License Law does not apply to an Applicant: MCNAIR, WILLIAM & JANA owner of property who builds or improves thereon, and who does 430 OAKVALE AVE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for OROVILLE, CA sale. If however, the building or Improvements are sold within one 95966 year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of (530) 532-9146 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 not apply to an owner of property who builds or Improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 r am. Exempt underArticle 3 of the Business and Professions Code �unnder 7 W. Date: 700 Owner: 1 A'd C& M W License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to seli-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. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: 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: • 0 S. F. Total.Square Ft: ' . u*- P�ol/icy:ce'rtifyth.t Valuation: $0.00this Lq I nthe performance of the work for which permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' 5'10 compensation provisions of Section 3700. of the Labor Code, I shall forthwith comply with those provisions. lJ CCJJ ) �/ Date: / -3 Appllcant�, 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`undet'ttie applicable'pro5islons'of the Butte'C-ounty-Code'and/or I hereby affirm that there Is a construction lending agency for the of the work for which this permit Is issued (Sec 3097 Clv.)_J Resolutl ns to do work lndicale abov for which fees have been paid. t� 2-Q performance BY� Dale: l Name: PERMIT E PIRES ON: - Address: (Date) ❑ 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. O Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ 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 alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:��t/10. V y IC' 1 NX I (C Signature:--�Cx�(A - , l%n Dale: ' l7 Owner ❑ Contractor Cl Agent for Owner ❑ Agent for Contractor S. C. Building Permit ui-1u-o4 pg i BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS (� 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION BIN # Website: www.buttecounty.net/dds *'"PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name N I C�� irst Name t IS Addressl I city ofo\f 1 � State �o PhoneCJ32qt � `7 lD _ Faxj�Z -76001 E-mail APPLICANT INFORMATION CONTRACTOR Name ©u.),��2 9U Address Zip City Fax State Zip Phone LENDING AGENCY Fax E-mail Lic. # TEis-s- APPLICANT INFORMATION ARCHITECTIENGINEER Name Cit' Address Zip City Fax State Zip Phone LENDING AGENCY Fax E-mail State License Number APPLICANT INFORMATION Name Address Cit' State Zip Phone Fax E-mail APPLICAN IGNATURE EoAnc— - UVtK 1 -UK SUBMITTAL REQUIREMENTS K:IFORMSIBUILDING FORM-6'dgApp1SubRgmts.doc Page 1 of 3 PROJECT LOCATION AP# t �- Property Addre�sM (_h h VQ I{ City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance, LENDING AGENCY Name. Address Description or Scope of Work: a Ne }91.0 - Sq FT- Living Garage 0 en Cov 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 required. 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 department costs are not refundable. Received by: 6 Amount �. Bldg SRA Receipt i Sheriff SMIP Date:_� /' _ � � Other J V ce r - Total REV 8-12-05 r _ v SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications 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. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) 211 Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 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.) ❑ 1. Agricultural Bufferclearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). -0_ 4. _NPDES_ Form, _ ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, -Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from 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 will 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 arid other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder'° building permit has. been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major,labor and material for construction of this proposed property improvement: YES 1><] 'NO [ ]. 2.- I HAVE J;�VE NOT [ ] signed an'application for a building permit for the proposed_ work- 3. ork3. I have contracted with the following person (firm) to.provide the proposed construction: F _... PHONE: CONTRACTOR'S LICENSE NO: 4. - I plan to provide. portions of the work, but I have hired the following person. to coordinate, - supervise, and -provide the major work: NAME: _.7. ADDRESS: , .. PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to - provide the work indicated: NAME ADDRESS PHONE. TYPE OF WORK MC SIGNED: �J CtA/V0— Y�L PROPERTY OWNER f2l a , DATE: NOTE:. This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Brute County Department of Development Services urr ADMINISTRATION `BUILDING t GIS ° PLANNING o �o 7 County Center Drive C Oroville, CA 95965 0 a (530) 538-7541 Telephone L+• OU.µ (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 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 Iiability 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: o 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. o 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 contributions. o 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. o 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 orthrough 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 -boder" building permit, erroneously implying that the properly 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, Califomia 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, �7J I Soott Rutherford Chief Building Inspector NOTR- This Owner -Builder Information is reauired by Section 19830 of the California Health and Safety Code. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES : BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 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 the Business and Professions Code, and my license is in full force and effect. License Class License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate 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 to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and.the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars (8500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, 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 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.). ❑ 1 am Exempt under Article3 of the Business and Professions Code Date \, Owne&` DC& 02'Oa A— WORKERS"COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for. workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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: Policy ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to .become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BPO 60488 Issued Date: 04/12/2006 APN: 079-310-001-000 Site Address: 430 OAKVALE AVE ORO Map Index: Description: ADD (500),COV(279) gar conv (484) Owner:.MCNAIR WILLIAM G JR 430 OAKVALE AVE OROVILLE, CA 95966 Applicant: MCNAIR, WILLIAM AND JANA 430 OAKVALE AVE. OROVILLE. CA. 95966 530-532-9146 Contractor: , License #: Architect: Engineer: Total Square Ft: 1299 S.F. Valuation: $49,444.00 Census Code: * 5is3 IR2 tn 11 14460 3 -2 -OG * s 16.35 411 iggara y-`m� CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisioni,of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work Indic ted above for which fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Civ.) Date: -12-0( Name: By: PERMIT EXPIRES ON: Address: ❑ 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. ` ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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 alter the substance of any official form or document of Butte County. I hereby authorize representatives of ButteCountyto enter upon the above mentioned property for inspection purposes. Print Name: �h I I l� ��.�i� Signature: _�c Date: A' l '� YJ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01.16-04 pg 1 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 mcnair, jana and bill APN No: 079-310-001 Application Date 3/2/2006 Permit No: BP 06-0488 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION RECEIPT $852.35 511.41 tip DATE Tech/Asst �_2'�lD 2 Plan Check portion of Permit Fee FEMA Flood Elevation Review $109.98 _J $340.94 pkk4 2V� 0 3 RYes SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $435.94 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION545.92 4 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) i4�Q Q F ����� Additional Plan Check Fees (NON-REFUNDABLE)y21----� �- _ 2 6 Other*: 6a Other*: FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling MH Applications After 2114/05 MFD ,> County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan SR -1, SR -3, SR-1/PD 7938.531 6757.081 �c 0 R-1 8031.53 6850.08 7633.49 7726.49 ti� R-2 7541.531 6360.081 7236.49 R-3 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200,00 8 DRAINAGE FEES* 9 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 773 Big Chico Creek $6,596 RECEIPT DATE Tech/Asst 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works 9a Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit 10a $130 annual renewal fee for first 4 renewals. Not to exceed $652. 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. 11 SCHOOL DISTRICT FEES* d`Oroville Elementary 09.1 Qk 11a RECREATION DISTRICT FEES*Oroville� c. �� `, 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. c Applicant: �C Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "* may have been imposed on your 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 1105 j�'%jTr BUTTE COUNTY o 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS o 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 -� ;'-6"' 0 OFFICE #: (530) 538-7541 CIOU J� A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION **PLEASE PRINT CLEARLY** OWNER La t N�m a Marne Address ca City t State Zip %- Phone c ` _ V � c0 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name �� N Address Zip City Fax State Zip Phone Address Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Address City State Zip Phone / Fax E;m'ad State License Number APPLICANT NAME Name Address City (:)VL Statg Zip Phone _1 / Faxl_ — _790C) E-mail APPLICANT SIGNATURE X V For office use only: Zoning I IFlood Zone SRA Yes j No Occ. Tye Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIKtMtN 15 KAFORMS\BUILDING F0RMS\BldgApp1SubRgmts.doc Page 1 of 2 PERMIT NO. BIN# LOCATION AP#07p, 3/0 ' Q©/ Prope ddreess �j0 oA/LV f c<_ - A V� City Cross Street WORKER'S COMPENSATION Policy Number - Carrier If hiring any6ne other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name -'y- Address 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 required. 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 department costs are not refundable. Received by: Amount: Bldg '90 SRA Receipt #: O I Sheriff 1 SMIP Date: O(9 Other �2 s-yS�2 Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 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: • V 4C " A-// C ASSESSOR PARCEL NUMBERO Proposed Building Use: A DDI F/6" �/ ,C��✓�-%� -V mermit Technician: C 5 Date: 3-2.-06 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /ly 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 1 NN 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. //V 4. Engineered truss details and layouts in duplicate. No faxesl O 5. Letter from Engineer or Architect for truss design review. �j I 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for,Non-Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ' ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowled,,99ement of building permit application without required clearances. 13. Other e_04 ->4,'O yO G C -T7,' -,/Z Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ at' 419. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs.. TV c r 22. California Department of Forestry plan approval B,;55d j§ent by: "- ...".- � 23. Planning approval for (A) Use:(B) Parking: (C) Parcel Check:............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ..................:..... \ 0 25. Fire Marshall Review (commercial projects only). Sent by: ...................... / ^f 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... . / 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone I have been informed of the above C hold for pickup. irements for obtaining a building permit. J' Date: 2 1. Index permit apotication for the above -items numbered: / Plan Check Letter 2. Additional items re uired Contractor, designe ow , was advised of the above data by ❑ phone, Krmail, ❑ counter, by .C/+#,L- Date: 1�- Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, D counter, by Date: Contractor, designer, ow er, was advised of the abo a art by ❑ phone, ❑ mail, ❑ countf, b Date: Plans reviewed by: & L Date: 2) -7 o Plans approved by: Date: Structural reviewed by: zon Date: Structural approved by: Date: Note transfer by: O.,v-- Date: Yellow: Building Division All of these K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 School District r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. A.P. Number D % q " '—O Jurisdiction: Q City County Property Owner //9 C AIA -112 Property Location/Address Subdivision Lot No. ............ �9 Residential Development Q Q Q Sq. Footage No of Living Mobile Home Addition/ "Supplemental to (Group. R) Units Installation Conversion Permit # '(No foundation inspection) i........................................................................................ 3 Deed Restricted Sq. Footage a (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage evil Addition (Including Exterior Roofed Areas) Building!Departrre`nt Representative Date 6V(18 District Identification No. School District certifies that (Applicant) , (Street Address) (Phone Number) (City) (State) (Zip Code) �3 has complied with the requirements of Resolution No. by payment of $ JCj representing square feet. B 2926 $ tULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Nodce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cwfflcndon Form, the School Distrkt is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fats to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xia (3105)<ir= PERMIT NO.: 23-06 Lake Oroville Area Public. • Utility District - 1960 Elgin'Street OROVILLE, CALIFORNIA 95966 (530)533=2000 DISTRICT APPROVAL AND VERIFICATION OF BUILDING SEWERS INSPECTION This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval of a Building or an Occupancy Permit by Butte County, a copy of this verification form, signed off. by Lake Oroville Area Public Utility District,' must be submitted to Butte County. April 11, 2006' Date: Jana McNair Applicant: Applicant Address: 430 OAkvale Ave. Oroville CA 95966 Applicant Phone No.: � 532-9146 430 Oakvale.Ave. Orovlle•CA 95966 ; Property Locations(s): i ' Oakvale Tract a protion of lot 8 A.P. NO.(S): 036-770-001 ' No fees due.. Fees due: Remodeling•existing home. Application for service approved: ' PU13LIC; Y. i Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: ❑ - In Service ❑ - Locked Out ,LE AREA ( DISTRICT Date: White - Customer Green - Office Final -Yellow - Customer Fina/ Pink -FOS Fina/ Gold -FOS REQUEST FOR CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC. UTILITY DISTRICT C q/y(� GLthU ; Thereinafter referred to as Applicant", being the pro rty owner or owner's agent desiring ssewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District', to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: `� 3 0 A.P.#: �: 0 Subdivision: � `�--'�'� 0. Com, CALot#: _ Block#: Property Annexed • , No. of E.D.U.'s this permit: ❑ Property Not Annexed ❑ Property Annexation in Progress Multiplication Factor: Kind of Service: *Monthly Char9es: , D Capacity Charge: —� Residential Residence of Owner Connection Fee: Rental (single family). ❑, Rental (duplex) ❑ Apartment - SC -OR Facility Charge:�� ❑ Industrial ❑ Commercial Total Amount Payable This Permit: KI Site.plan reviewed ❑ Jobsite reviewed _ Remarks: The service applied for hereby shall.be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. C 81c Ynature of Applicant Name of Owner if not Applicant Mailing Address of Applicant ` I Mailing Address of Owner Phone # of Applicant: cJ �a "c1) T Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other- cause beyond reasonable control of District. 2. Installation of the. sewer service line pertinent to this application shall conform in all respects to District's specifications. 4. Applicant shall secure permits) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. - 5. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 6. Actual connection of the subject sewer service line to District's.sewer mainline shall be accomplished by District staff. 7. All work shall be inspected and approved by District. 8. Subject to the above conditions a District Approval and Verification form may be issued as the District's permit. 9. This permit is valid for one (1) year. If work.is not completed within said year, permit renewal will be required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge. Payment of Fees/Charges required prior to final LAKE QROV4LLE AREA P.U.D. inspection. Payment received by: Date: Receipt.# / ❑ CASH ❑CHECK # Date: f (O $ Permit #: '*Monthly charge payable at the current rate at time of connection. PPS�pjvr '° C o u -n t }y o f B u t t e o o ` O 7 County Center Drive °C y° 5965 J. Michael Crump, Director Orovi530)5 97681 DU N� (530) 538-7681 ° S A 538-7171 �'QUC WOF'� Shawn H. O'Brien, Assistant Director Y Assessors Parcel Number: Building peimit # Owners Name: Owners Mailing Address: Property Address: y3G O0, 6- ' AJC ' ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: . Reason for exemption: j ❑ Not a County maintained road T ❑ Existing driveway conforms to .County S-31 standard Other V" l i tjce—' t,nAPRr,•J�rA�t y e Approved A Printed Name Ta Title ' Date CONDITIONS FOR EXEMPTING,A DRIVEWAY PERMIT 1. An existing home with adriveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. ' Department of Public Works d �� ..0 o u n t y o f B •u t.. t o J. Michael Crump, Director LAND DEVELOPMENT DIVISION e Storm Water Management Program 7 C6unty Center Drive p g Oroville, CA 95965 AUC W� r30) 53&7-266 (FAX) 538-7171 National Pollutant Discharge' Elimination . System (NPDtS) . Phase ,11 Construction Storm Water Permit and Storm Wafer Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN I ACRE] Project Description: ;q [4d 141' D L C h� r<;/a 1/1 Project Location and/or Parcel Number: O By signing below, L the project owner/owner's agent; certify that this project WILL 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 Iess 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 am aware that submitting false and/or inaccurate information or failure to apply for a Construction 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. t Signed:(i/� Title: AV V__ ' Dater - �A n OW1vER-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 materiatfor construction of this proposed' property improvement: YES � ,..NO [ ]. 2..I HAVE HAVE NOT signed an.ap- cation for a buildinpermit for.the,ProP osedg work. _ 3. I have contracted with the following person (firm).to provide the proposed construction: ' NAME: ADDRESS: PHONE: CONTRACTOR'S .LICENSE NO.. 4.. I 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. 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: ,.. - •. � r , •_ PROPERTY OWNER:).Anr�. 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 - . Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ° BUILDING ` GIS t 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 pernut 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o 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. o 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 contributions. o 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. o 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 confirm that you are aware of these matters. The building permit 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. California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# 0 b - Under authority of Public Resources Code Section 4290, the following checked items are required by CDFButte County Fire Department and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided when the final inspection is completed. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [XJ . (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway. Grades [X] The grade for all driveways shall not exceed 15 percent. Comes above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves'in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Tumarounds M Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. . 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. BUTTE COUNI'v� Revised 02/28/06 1 BUILDING DIVIS-10 `[ APP EIS C IC F F I R E E I R E M E N T S "1273.07 Roadway Structures [)q' (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. IN (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at leasf 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used- 1274.08 sed 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's - overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X]. Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] . (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction A [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road -intersection providing access to that site. ' 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same Practical effects requirements listed on page three. J" ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. BULLING DIVISS .V .,Revised 02/28/06 2 4,:Iy� Same Practical Effect for Buildings less then 30 feet from Property tine: If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding from the following list: (a) Stucco -3 coat (b) Non combustible Hard -Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County FireDepartment approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Pq Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers Pq If your property was part of a parcel split after January 1, 1991, you are required to install residential fire Sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 03/08/2006 Darren Read Date Fire Protection Planning` BUTTE Coin }ry ' Revised 02/28/06 3 APPROVED' ED ' f f Butte County Department of Development Services f TIM SNELLINGS, DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785,Facsimile ADMINISTRATION " BUILDING * PLANNING' March 7, 2006 Jana and Bill McNair 430 Oakvale Ave. Oroville, CA 95966 , Assessor Parcel Number: 079-310-001 Building Permit Number: 06;0488 , ' Thank you for submitting the plans for your:building project. The plans have been reviewed and ,comments are listed below. Please respond in writing to each item by completing and kurning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS' - r 1. Provide engineering for glulam beams and beams at front porch, covered patio and pass-through opening between the kitchen and the patio. Specify size, bearing and hangers required. 2.. Provide engineering for lateral design. -or comply with -the bracing requirements CBC 2320. . 3. Show on foundation plan all footings pertaining to comment number 1 above. _ 4 Show on roof framing plan where skylights are located and show framing details. - 5. Provide one-hour firewall continuous to the roof sheathing between the garage and the house and note on plans. 6. Verify square footage of additional living area, new garage with bathroom, garage conversion to living area and covered areas of patio and porch and note square footage on the plans. 7. Revise Title 24 energy calculations to reflect correct square footage. 8. Please clarify whether the front room addition is to be office or storage. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m, and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Carl Nelson hilo Hunt-, P.E. Plans Examiner Plan Check Engineer r i FROM : DEFCON 1 SECLP I TY SYSTEMS ! r r� ivu.--- 4 .r .i Butte County Department of Development Services TIM SNELLING% DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR 1 7 County Center Drive ± . Oroville, CA 95985 ; (530) 538-7601 Telephone (530) 538-7785 Facsimile .ADMINISTRATIONBUILDING " PLANNING March 7, 2006 i t li Jaiut and Bill McNair 430 Oakvale Ave. Oroville, CA 95966 Assessor Parcel Number: 079-310-001 Building Permit Number: 06-0488 i Thank you for submitting the plans for; your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each itemfby completing and retuming thu enclosed PLAN REVIEW RESPONSE FORM. Your contple�te end clear response will expedite the rc check and approval of this yrojcct. ± •` { ,lUIVIENtS: i `I I) Provide ungineuring fur glulam beams and beams at franc pure i, cuverud patio and pass-through opening between the kitcheri'and the�pztio. Specify size, bearih and hangers ►equired. 2. Provide engineering for lateral design or comply with the bracing requircmenits CBC 2320. 3:• Show on foundation plan all footings pertaining to comment number 1 above: 4. Show on roof framing plan where skylights are located and show framing details. S. Provide one-hour firewall continuotts4o the roof sheathing between the garage and the house and note on plans. 6.• . Verify squaic footage of additional living arca, new garage with bath room, garage conversion to living arca and wvcrcd arca; of patio'and porch and note square footage on the plans. 7. Revise Title: 24 energy calculations to reflect correct square footage. .8., "Please clarify whether the front room addition is to be office oi-storage. if you wish to discuss any of theiic rcquirementa, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. ' Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your, permit.) The counter staff will answer any questions concerning the Data Shcet. Carl Nelson hilo Hunt, P.I . Plans Examiner, Plan Check Engineer K' � r • K i r • t . 1 t 04/01/2006 10:22 5395340902i MGAGADJMW: PAGE 01 Untitlod Correction rdp0113 lel' Or permit a06-0490 Jona and IND McNair, (awners);: A"n Mr. Carl Nduh i I. ! I , atitte ca. Wn9 . i !WI deptN - The miowing chmies were wads to As plam. #1 existing wells AWW for aority #2 reqwvW ba% and clo. at row patio am *3 removed sWites in gerap added skyNte detail A-9 to roof plan pop SwItus were added to liv., ran by'others) #4 added 51r gyp.` bd to roof note I R* isi oge. 05 added 4*42 In "is at 04W ;iMis and Parch beam ands. #6 changed brace wall line chart (added 4e flow plan par) X7 added lotarior braced popos of i . "-I St � locations -ft to—;4;- ( ch"pas an floor plan, #8 changed front perch d4P* freM roof Oanjoimkitlon and elevation) Rease note that the oriOW pkm were not aMawn by me resim"y W11110M.St"nW Fags ros: McNair E19 LocaTiom Butte Co. MiTek® TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING 0(. ^'• i BUTTE COUNTY BUILDING DIVISION APPROVED CI crj N TIMBER PRODUCTS ® INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 MiTe g `BUTTE COUNTY. APPROVED TRUSS SCHEDULE Tails Project: McNair County: Butte Contractor: Endeavor Homes Date: February 24, 2006 Roof: comp Plan: Snow: 0 Drawn By: Mw ITail Cut: Plumb Descoption ®0 GIRDER 2 PLY. ®• : , Project: McNair County: Butte Contractor: Endeavor Homes Date: February 24, 2006 Roof: comp Plan: Snow: 0 Drawn By: Mw ITail Cut: Plumb Endceror �'jom 633 Cel0.k Rd. 0 11e, Cs.93963 Wo) 5)+-0300 Wo) 3)+-3z69 APPROVE® n n fl Endceror �'jom 633 Cel0.k Rd. 0 11e, Cs.93963 Wo) 5)+-0300 Wo) 3)+-3z69 APPROVE® s OD � 1 MiTek® , MiTek Industries, Inc. 7777 Greenback Lane Suite ,109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: McNair Fax 916/676-1909 . 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: R20244021 thru R20244027 My license renewal date for the state of California is March 31, 2007. OFESS/p�9` S. T"Nc F2 CO C 046433 * EXP. 3-31-0 ALS a , February 24,2006 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. Job Trus s fuss Type Qty Ply 0 0 820244021 MCNAIR AGE GABLE 1 t Job Reference (optional) enaeawr nomas. urovrue, tea. ........, ...,.....___............___...__..._. ..._. ____ ....-•--'--- . _�_ . 9-9-0 19-8-0 21.6-0 2-0.0 9.9.0 9.9.0 2.0.0 . Scale = 1:38.1 F r • 3x4 = 9 sn ' 4.00 F12 6 12 • 5 13 4 LL14, cj 3 ' 2 - - 15MENEM - o ,B I$ 3x4 - 28 27 26 25 24 23 n 22 21 - 20 19 18 17 3x4 - 3x4 19-6-0 i ` 19.6.0 Plate Offsets MY): (9:0-2-0 Edge) LOADING(psf) SPACING 2-0-0 CSI 4 DEFL in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.02 16 n/r .120 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.02 16 n/r: 120 BCLL 0.0, Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 15 n/a n/a f ' BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD .2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Std s ' REACTIONS (Ib/size) •2=237/19-6-0, 22=87/19-6-0, 21=110/19-6-0, 28=109/19-6-0, 26=96/19-6-0, 25=95/19-6-0, 24=99/19-6-0, 23=81/19-6-0, 20=101/19-6-0, 19=102/19-6-0, 18=58/19-6-0, 15=249/19-6-0, 17=189/19-6-0 _ Max.Horz2=62(load Case 5) Max Uplift2=-93(load case 3), 26=-36(load case 5), 25=-8(load case 5), 24=15(load case 3), 23=-16(load case 3), 20=-21(load case 6), 19=-8(load case 4), 18=-32(load case 6), 15=96(load case 4) Max Grav2=237(Ioad case 1), 22=87(load case 1), 21=110(load case 1), 28=130(load case 2), 26=96(load case 7), . 25=95(load case 1), 24=99(load case 1), 23=82(load case 7), 20=102(load case 8), 19=102(load case 1), 18=58(load case 8), 15=249(load case 1), 17=193(load case 2) ' FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-41/34,3-4=-21/43,4-5=-16/51, 5-6=-17/59, 6-7=-17/67, 7-8=14175, 8 -9= -17f74,9 -10=-18j3, 10-11=-18/69, 11-12=17/52,12-13=15/38,13-14=24/24,14-15=40/23.15-16=0/29 BOT CHORD 2-28=0/52, 27-28=0/52, 26-27=0/52, 25-26=0/52,-24-25=0/52,'23-24=0/52, 22-23=0/52, 21-22=0/52, 20-21=0/52, 19-20=0/52 ,18-19=0/52,17-18=0/52,15-17=0/52 WEBS 8-22=-62/5,10-21=-79/3, 3-28=-90/25, 4-26=-64/34, 5-25=-70/29, 6-24=-71/31, 7-23=-60/29,11-20=-75/37.12-19---74/29, 113-118=411/26,114-117=139/44 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and �pFESS/p right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. OQ 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified, building designer as per ANSI/TPI 1-2002. fly NC 2 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tij QQy F� Z 5) All plates are 1.5x4 MT20 unless otherwise indicated. R{ 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. IX 7EW 33 z LOAD CASE(S) Standard * -01 )6 WARNfNO - Very design Pammetera and READ NOTES ON TNfS AND INCIffi7777 Greenback.Lane TER REFERENCE PAGE MU -7473 BEFORE USE. m Design valid for use only with MiTek connectors. This design's based only upon parameters shown, and a for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily, 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 ANSIITP11 Quality Criteria, DSB-89 and BCSII Building Component ®�m Safety Information available from Truss Plate Institute. 583 D'OnoMo Drive, Mad -son, WI 53719. " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4_� 3/4' *Center plate on joint unless dimensions indicate otherwise. LD Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. i4 „� V g c2 ca J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane Oat joint locations. U �5 _ U— 4. Unless otherwise noted, locate chord.splices O a at"A'panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate ce c7 ce 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 the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job - rusS Truss Type Qty Ply 00 - CSI DEFL in (loc) I/deft Ud Rzoza4ozz MCNAIR B COMMON 6 1 2-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 Job Reference (optional) Endeavor Homes, Oroville, Ca. - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Feb 23 14:40:59 2006 Page 1 1 7-1-8 • 13-5-4 19-9-0 2p -3i8 2-0.0 7-1-8 612 6.3.12 0-68 ' 3 - Scale = 1:47.4 y 4x5 = i 3x5 II 5 8 ., ., 4.0012 , 1.5x4 11 - .. - 4 . 5x5 j 3 05 d1 3x4 = 9 8 7 5x5 = 3x8 — 3x4 11 7-1-8 1 13.5-4 1 20.3-8 7-1.8 63-12 610.4 .. s Plate Offsets (X Y): [3:0-2-8.0-3-01, [9:0-2-8.0-3-01 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610,: Applicability of design paramenters and proper incorporation of component is responsibilityof building designer - not truss designer. Bracing shown LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP' fabrication, quality control storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component TCLL 16.0.1 Plates Increase 1.15 TC 0.38 Vert(LL) -0.06 2-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.15 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 7 n/a -n/a BCDL 10.0 Code UBC/ANS195 (Matrix) a Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 5-1-1 oc purlins, except end verticals. BOT CHORD 2'X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly, applied or 10-0-0 oc bracing. 'WEBS 2 X 4 DF Still 'Except* WEBS 1 Row at midpt 6-7 - 6-7 2 X 4 DF No.1&Btr ' REACTIONS (Ib/size)' 2=838/0-3-8, 7=714/0-3-8 r ' 1 Max 1-1orz2=228(load case 4) a Max UpIW=-124(load case 3), 7=-77(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD ' 1-2=0/29, 2-3=-1543/89, 3-4=-839/76, 4-5=-852/146, 5-6=-252/95, 6-7=-636/117 BOT CHORD 2-9=-127/1400,8-9=-130/1394,7-8=-43/58 ' WWEBS 3-9=0/283, 3-8=-695/88, 4-8=363/145, 5-8-139/1013' F NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard ' AQ�OFESSIQA-t A WARNING - Ver(40 design pannm aero and R94D NOTES ON TIDS AND INCLUDED wTER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and B for an individual building component. 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610,: Applicability of design paramenters and proper incorporation of component is responsibilityof 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 responsibillity, 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 ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component ,�, fe MiTek Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � ,�� 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C93. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane �,ZXhJ at joint locations. O U U Uat'/. 4. Unless otherwise noted, locate chord splices O panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate OCB BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MITeke ® 15. Care should be exercised in handling, ERE erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITek® Holdings, Inc. Job Tas russype Qty y 00 TCLL 16.0, . Plates Increase 1.15 TC 0.44 Vert(LL) 0.02 10-11 >999, 240. MT20 220/195 TCDL - - 10.0 Lumber Increase 1.15 R20244023 MCNAIR 81 .COMMON 1 1 Horz(TL) 0.01 8 n/a - n/a Job Reference o tional c LOADING (psf) SPACING 2-0-0 o i1 -2-0-0 1 5.11-1 I 10.6.8 15.1.11 19-9-0 41.3-�B 2.0.0 5-11-1 4-7.5 4-7-5 4.7-5 0-6-8 4x4 = 2x4 I I y 6 7 3x4 = 11 10 9 8 8x9 = 3x4 = 3x8 = 2x4 11 i 5-11-1 1 10-6-0 I 15.1-11 I 20-3-8 5-11-1 4-7-5 4-7.5 5-1-13 Plate Offsets (X,Y): [2:0-0-8,0-1-81,[3:0-2-8,0-3-01,[11:0-4-8,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0, . Plates Increase 1.15 TC 0.44 Vert(LL) 0.02 10-11 >999, 240. MT20 220/195 TCDL - - 10.0 Lumber Increase 1.15 BC 0.12 ' Vert(TL) -0.0510-11 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 8 n/a - n/a BCDL 90.0: Code UBC/ANSI95 (Matrix) Weight: 241 Ib LUMBER BRACING TOP CHORD '2 X 4 DF No.1&Blr TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std WEBS 1 Row at midpt 7-8 REACTIONS (Ib/size), ?=838/0-3-8,8=714/G-3-8 Max,Horz2=227(load case 4) ' Max Uplift2=-124(load case 3), 8=-76(load case 3) FORCES (lb) -'Maximum Compression/Maximum Tension s TOP CHORD .1-2=.0/33, 2-3=-1623/84, 3-4=-1133/90, 4-5=-612/70, 5-6=-632/121; 6-7=-238/89, 7-8=-639/111 BOT CHORD 2-11=131/i487,10-11=-135/1483,9-10=-87/1037.8-9=-46/58 " WEBS 3-11=0/209 3-10=-488/53 4-10=0/365 4-9=-614/82 5x9=-304/108 6-9=-125/893 r ' NOTES ~ 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: ` . Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at D-9-0 oc. 2) All loads are considered equally applied to all plies,.except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. ' 4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard Scale = 1:47.4 4 I s 1-• . a. 16 ® WARNING - Vertf, design parameters andR94D NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane '40 Design valid for.use only with Mlek connectors. This design is based only upon parameters shown, and is for an individual building component. Sithe 10 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus He9 ights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component m Safety information available from Truss Plate Institute, 563 D'Onofrio Drive, Modison, WI 53719. - M , ,q, ek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' "Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C3 JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane O U �� Z 3 O at joint locations. U �y U U 4. Unless otherwise noted, locate chord splices CL at 114 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate � O CB BOTTOM CHORDS Cd 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 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. 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 ssccl 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® ®7i 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 Mrrek® Holdings, Inc. Job russruss Type Qty Ply 00 7-1.8 6312 6-3.12 6.3.12 6-3.12 7.1-8 Plate Offsets (X,Y): [2:0.2-11,Edge], [2:0-3-8,Edge], [4:0-2-8,0-3-4], (8:0-2-8,0-3-0], (8:0-2-0,0-0-4], [10:0-4-4,0-2-12], [13:0-2-8,0-3-0], [16:0-2-8,0-3-0], [32:0-1-11,0-0-12], [34:0-1-11 ,0-0-121; [62:0-1-11,0-0-121, [65:0-1-11,0-0-121 R20244024 MCIR NA BGE GABLE • 1 1 ' Plates Increase 1.15 TC 0.36 Vert(LL) -0.05 10-12 >999.' 240 MT20 220/195 Job Reference (optional) i -2-0-0 I 7-1-8 i 13.5-0 19-9-0 26-0-12 I 32.4.8 39-" 141,64 2-0-0 7-1-8 6312 6-3-12 6.3.12 • 6-3.12 7-1-8 2.0-0 Scale = 1:70.5' 5x6 4.00 F12 6-- - , 5x8 II 26 25 24 23: 22 21 20 19 18 17 .16 15' - 14 13 '12 5x10 = , 3x5 = _ 3x4 = • 5x5 = ,. 3x8 = t 5x5 = 7-1-8 I 13-54 I 19-9-0 I 26-0-12 l- 324-8 I 39.6-0 7-1.8 6312 6-3.12 6.3.12 6-3.12 7.1-8 Plate Offsets (X,Y): [2:0.2-11,Edge], [2:0-3-8,Edge], [4:0-2-8,0-3-4], (8:0-2-8,0-3-0], (8:0-2-0,0-0-4], [10:0-4-4,0-2-12], [13:0-2-8,0-3-0], [16:0-2-8,0-3-0], [32:0-1-11,0-0-12], [34:0-1-11 ,0-0-121; [62:0-1-11,0-0-121, [65:0-1-11,0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) [/deft Ud, PLATES GRIP TCLL 16.0;. Plates Increase 1.15 TC 0.36 Vert(LL) -0.05 10-12 >999.' 240 MT20 220/195 TCDL 10.0 ' Lumber Increase 1.15 BC 0.29 Vert(TL) ' -0,13 10-12 >999, 180 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) -0.01 14 n/a n/a _ BCDL .10.0 • '„ Code' UBC/ANS195 (Matrix) Weight: 275 lb LUMBER. BRACING TOP CHORD 2 X 4'DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.l&Btr BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 DF Std 10-0-0 oc bracing: 12-13,10-12. OTHERS 2 X 4 DF Std REACTIONS (Ib/size)"-2=191/20-3-8, 22=254/20-3-8,-.18=18/20-3-8, 14=1685/20-3-8, 26=150/20-3-8, 25=-34/20-3-8, 24=44/20-3-8; 23=15/20-3-8, 21=27/20-3-8, 20=17/20-3-8, 19=50120-3-8,17=49/26-3-8,15=15/20-3-8, 10=568/0-3-8 Max Horz2=-102(load case 6) 1 Max Uplifl2=-83(load case 3), 22=-158(load case 5), 18=-166(load case 8), 14=-126(load case 4), 26=-3(load case 3), 25=-36(load case 7), 10=-117(load case 4) Max Grav2=204(16ad case 7), 22=329(load case 7), 18=162(load case 7), 14=1685(load case 1), 26=154(load case 7), , 25=26(load case 3), 24=65(load case 2), 23=40(load case 2), 21=55(load case 2), 20=34(load case 2), 19=100(load " case 2), 17=94(load case 2), 15=43(load case 2), 10=571(load case 8) , , FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-3=-86/201, 3-4=72/297, 4-5=0/433, 5-6=0/842, 6-7=-7/842, 7-8=18/98, 8-9=-786/75, 9-10=-826/51, 10-11=0/29 BOT CHORD 2-26=229/93, 25-26=229/93, 24-25=-229/93, 23-24=-229/93, 22-23=-229/93, 21-22=-217/90, 20-21=-217/90, 19-20=217/90, 18-19=-217/90, 17-18=-367/130, 16-17=-367/130, 15-16=-367/130, 14-15=-367/130, 13-14=-47/87, 12-13=3/739,10-12=0!746 WEBS 4-22=-321/160,4-18=-220/43, 5-18=-113/274, 5-14= 464f71, 6-14=834/83, 7-14=-861/119, 7-13=0/483, 8-13=-823/96, 8-12=0/281 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33'plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gabl End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. LOAD CASE(S) Standard OQ?,pFESS/ S. �Nq r�Nc'/Fti c C 049 * EXW 3.W* , 24,2006 Al WARNINO - Vert& design parameters and READ NOTES ON TRIS AND INCLODED MITER REFERENCE PAGE ADI -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design patamenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 - is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component • Safety information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Tek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 44-1 3/4' *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each �/8 TOP CHORDS other. /e,-, ♦- c2 c33. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane 0at " _ ��ZXhi joint locations. x O U U Uat 4. Unless otherwise noted, locate chord splices 0 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate O C8 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTekV\/N vwq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTok® Holdings, Inc. Job russ Truss Type City PlyR20244025 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0.' Plates Increase 1.15 TC 0.20 MCNAIR C COMMON 5 1 BC 0.35 Vert(TL) -0.18 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) cnaaawr Hurons, vrvvmv, ..a. ".�"""""„"--""•••••-•••••""--•--. ...-...".""' -2-0-0i - 5.10.14 11-0-0: 16-1.2 22.0-0 I 24-0-0 2.0-0 5-10.14 5-1-2 - 5-1-2 - 5-10.14 2-0-0 Scale = 1:42.1 4x4 = .. 4 5x5 = . 3x4 7-7-4 l 14-4-12 22-0-0 7-7-4 6-38 - 7-7-4 0 I$ 0 Plate Offsets (X n 19:0-2-a,D-3-4i A WARNING - Verj j)/ design Parameters and READ NOTES ON THIS AND 1NCLUDED'WTEK REFERENCE PAGE Mu -7473 BEFORE Use. Design valid for use only with,M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responvbirity of building designer- not truss designer. Bracing LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0.' Plates Increase 1.15 TC 0.20 Vert(LL) -0.08 2-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.18 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a- n/a BCDL 10.0' Code UBC/ANSI95 (Matrix) Weight: 87 lb LUMBER `' BRACING TOP CHORD, 2 X 4 DF No.1&Blf TOP CHORD Sheathed or 4-10-15 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or. 10-0-0 oc bracing. WEBS 2 X 4 DF Std ". REACTIONS (Ib/size) , 2=893/0-3-8, 6=893/0-3-8 Max Horz2=68(load case 5) - Mai Upftt2=-115(load case 3), 6=1115(load case 4) + t. FORCES (lb) - Maximum Compression/Maximum Tension 4 TOP CHORD 1-2=0/29, 2-3=-1747/87, 3-4=-1548/63, 4-5=-1548/63, 5' 6=-1747/88, 6-7=0/29 , BOT CHORD . 2-9=-64/1601,8-9=0/1119,6-8=-12/1601 WEBS 3-9=-278/116,4-9=0/501. 4-8=0/501, 5-8-278/117 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard A WARNING - Verj j)/ design Parameters and READ NOTES ON THIS AND 1NCLUDED'WTEK REFERENCE PAGE Mu -7473 BEFORE Use. Design valid for use only with,M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responvbirity of building designer- not truss designer. Bracing .. r 7777 Greenback Lane • m Suite 109 ' Citrus Heights, CA, 95610M11 shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity, 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component • Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Welk Symbols Numbering System A 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 '/8 TOP CHORDS other. /g♦ 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane Qat 0 _�ZXhJ joint locations. S O U U Uat 4. Unless otherwise noted, locate chord.splices O 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate Oa. C8 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTekV\/\] vwlq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russ Truss Type Qty Ply0 0 PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.12 820244026 MCNAIR Ci COMMON 7 Z Job Reference (optional) 6.1-14 11-0-0 1510-2 22-0-0 24-0-0 2-0.0 6.1-14 4-10-2 4-10-2 6-1-14 2-0-0 .. Scale = 1:42.1 4x4 = _ 4 3x4 = 10 B- 0 . _ -oxq — 2x4 11 r z 8x9 = 2x4 I I 6-1.14 11-0-0 15-10-2 1 22-0-0 6.1.14 4-10-2 4-10-2 6-1-14 Plate Offsets (X Y): [2:0-0-8.0-1-81,[6:0-0-8,D-1-81,[9:0-4-8,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.12 Vert(LL) 0.02 9 >999 240 r MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) ' -0.06 9 >999 180 1 BCLL 0.0 � • Rep Stress Incr NO WB 0.12 Horz(TL) 0.01 6, n/a n/a BCDL 10.0 '. , Code UBC/ANS195 (Matrix) Weight: 213 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btf TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS - 2 X 4 DF Std REACTIONS (Ib/size) 2=893/0-3-8, 6=893/0-3-8 Mak Horz2-69(load case 5) Max Uplift2=-115(load case 3), 6=-115(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0133,2-3=-1781/61, 3-4=-1269/64,4-5=1269/64,5=6=-1781/62,6-7=0/33 BOT CHORD '2=10=39/1635, 9-10=39/1635, 8-9=0/1635, 6-8=0/1635 WEBS 3-10=0/215, 3-9=-536/65, 4-9=0/557, 5-9=536/67, 5-8=0/215 NOTES s .. 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard OQ�OFE$$/o -G/ 'S J. Ti��,�•, February 24,2006 ® WARNING - Ver(/y design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane Design valid for use on with MTek connectors. This design is based on upon Suite 109 N 9 N en Parameters shown, and is For an individual building component. Citrus Heights, CA, 9561001 AppGcabiGty of design paramenters and proper incorporationof component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSIAPII Quality Criteria, DSB-89 and BCSII Building Component ®�m Safety Information available from Truss Plate institute. 5a3 D'Onohfo Drive, Madison, WI 53719. Mi Tek j +. February 24,2006 ® WARNING - Ver(/y design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane Design valid for use on with MTek connectors. This design is based on upon Suite 109 N 9 N en Parameters shown, and is For an individual building component. Citrus Heights, CA, 9561001 AppGcabiGty of design paramenters and proper incorporationof component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSIAPII Quality Criteria, DSB-89 and BCSII Building Component ®�m Safety Information available from Truss Plate institute. 5a3 D'Onohfo Drive, Madison, WI 53719. Mi Tek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4-1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 11 TOP CHORDS other. - ti4�/8 C2 c3 J5 3. Place plates on each face of truss at each o c4 joint and embed fully. Avoid knots and wane Oat joint locations. h " = 4. Unless otherwise noted, locate chord splices 0- O U at 1A panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate C8 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 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 ssccl 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 d 4 43 Itil.3 engineer. MiTek® 0773 ME15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX-7473 © 1993 Mffek® Holdings, Inc. Job fuss cuss ype Qty yTJ.ob 16.0• Plates Increase 1.15 TC 0.20 TCDL 10.0 R20244027 MCNAIR CGE GABLE 1eference Rep Stress Incr NO WB 0.02 BCDL 10.0 Code UBC/ANS195 FORCES (lb) - Maximum Compression/Maximum Tension ' o tional Endeavor Homes, Oloville, Ca. - 6.200 S JYI , 3 2005 WT tli, iridu.4 tl, IIID. T- Fab cu r...,.w cwv raga r IN ' -2.0-0 11.0-0 22-0-0 24-0-0 2-0-0 11.0.0 - - 11-0-0 2-0.0 ` Scale = 1:42.1 3x4 = . 10 si t 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0• Plates Increase 1.15 TC 0.20 TCDL 10.0 Lumber Increase 1.15 BC 0.08 BCLL 0.0 Rep Stress Incr NO WB 0.02 BCDL 10.0 Code UBC/ANS195 FORCES (lb) - Maximum Compression/Maximum Tension ' (Matrix) LUMBER TOP CHORD 2 X.4 DF No.l&Btr BOT CHORD 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std 22-0-0 DEFL in (loc) I/deft Ud Vert(LL) -0.02 18 n/r 120 Vert(TL) -0.02 18 n/r 120 Horz(TL) 0.00 17 n/a n/a PLATES GRIP MT20 220/195 Weight: 103 lb BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. 3I$ ® WARNMO - Ver(fy design pammeters and READ NOTES ON THIS AND D9CUMBD AUT'ER REFERENCE PAGE MU -7473 BEFORE USE. s Design volld for use only with MTconnectors. This design B based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown REACTIONS (Ib/size) 2=237/22-0-0, 25=83/22-0-0, 24=114/22-0-0, 32=110/22-0-0, 31=96/22-0-0, 30=96/22-0-0, 28=96/22-0-0, is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ' 27=99/22-0-0, 26=78/22-0-0,'23=106/22-0-0, 22=92/22-0-0, 21=103/22-0-0, 20=66122-0-0, 19=173/22-0-0,, s 17=246/22-0-0 Max Horz2=68(load case 5) fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSII Bullding Component Max Up(ift2=-91(load case 3), 31=-36(load case 5), 30=-8(load case 3), 28=15(load case 5), 27=-14(load case 3), . �ekm 26=-16(load case 3), 23=-20(load case 6), 22=-14(load case 4), 21=-8(load case 6), 20=-33(load'case 6), , 17=-95(load case 4) Max Grav2=237(load case 1), 25=83(load case 1), 24=114(load case 1), 32=130(load case 2), 31=96(load case 7), 30=96(load case 7), 28=96(load case 1),27=9(load case 7), 26=79(load case 7), 23=108(load case 8), 22=92(load 1 case 1), 21=103(load case 8), 20=66(load case 1), 19=180(load case 2), 17=246(load case 1) .. FORCES (lb) - Maximum Compression/Maximum Tension ' TOP CHORD 1-2=0/29, 2-3=-48/35, 3-4=28/44, 4-5=-16152, 5-6=17/60, 6-7=-16/68, 7-8=17!76, 8-9=-13/85, 9-10=-17/82, 10-11=-18/81, 11-12=18!78, 12-13=16/60, 13-14=17/46, 14-15=15/31, 15-16=-23/19, 16-17=-39/22, 17-18=0/29 BOT CHORD 2-32=0/57, 31-32=0/57, 30-31=0/57, 29-30=0/57, 28-29=0/57, 27-28=0/57, 26-27=0/57, 25-26=0/57, 24-25=0/57, 23-24=0/57 22-23=0/57, 21-22=0/57, 20-21=0/57, 19-20=0/57, 17-19=0/57 WEBS 9-25=-59/1,11-24=-8111. 3-32=-90/25, 4-31=-64/34, 5-30=-70/29, 6-28=-69/30, 7-27=-71/31, 8-26=-58/29.12-23=-78/38, 13 -22=67/28,14 -2i= -74/30,15-20=-46/28,16-19=l29/40 NOTES 1) Unbalanced live loads have been for this design. �pFESS/0 roof considered 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and � S. ���� right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of.the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gabl End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. m 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LU C 6433 M 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. P -07 7) Gable studs spaced at 1-4-0 oc. LOAD CASE(S) Standard Q�\P 0 A t _ ebruary 24,2006 ® WARNMO - Ver(fy design pammeters and READ NOTES ON THIS AND D9CUMBD AUT'ER REFERENCE PAGE MU -7473 BEFORE USE. s Design volld for use only with MTconnectors. This design B based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 7777Greenback Lane m Suite 109 Citrus Heights, CA, 9561001 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSII Bullding Component �ekm Safety Infcrmatlon available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, W153719. " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz c3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane _X c 3 at joint locations. = O U �" U U Z�-O 4. Unless otherwise noted, locate chord -splices O at 114 panel length (± 6' from adjacent joint.) *For 4 x 2 orientation, locate ce BOTTOM CHORDS cb 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I/&* from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING seccl 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. AMS engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. STANDARD GABLE END DETAIL PAGE51 OFX2 *DIAGONAL OR L -BRACING 3/20/00 VARO COM . ES � 2 TRUSS a H CONT 2X4 NO.2 OR BTR. DF -L 44 1X4 OR 2X3 (TYP) i_KxTVERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADING(psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD oncninnvv 1 1/2" (BY OTHERS 3 1/27 ;�� ` NOTCH AT `24" O.C. (MIN.; TOP CHORD NOTCH DETAIL —3x5= 24" MAX n //II 24" 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW ENO -'N LID WALL CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0112 - - r—V'3 — OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0_0 12_0_0 8_0_0 9_2_0 s INCH o.C. 5-9-0 4- _ _ L_- 24 INCH O.C. 4-4-n . R -R -n 13 -n -n F_rn_n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 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. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-e". 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. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" 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. APR 0 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 �QROFESSIO�" �O STANDARD GABLE END DETAIL PAGE S2GOFx2 4/26/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) 2X4 BLOCK SIMPSON A34A2X4 OR EQUIVALENT ± 45` S D OR BTR SPACED @ 6-0" O.C. \, SHALL BE PROVIDED AT EACH END OF LEDGER-� \.BRAC E. CONNECT AT END WITH STRO I BACK W/ 4-110d NAILS. MAX. LENGTH = T-0" GABLE EN STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 N0.2 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 DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" APR300 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. TABLE OF CONTENTS TOC Project Title.......... BILL MCNAIR DatO..02/23/06 19:49:05 Project Address......... 430 OAKVALE AVE. --------------------- OROVILLE CA. *v7.10* Documentation Author... BARRY RUBANOFFBuilding Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA .95916 530-589-4102 Field Check/ Date Climate Zone.. .... 11 --------------------- Compliance Method....... MICROPAS7 v7.10 for 2005 Standards by-Enercomp, Inc. MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -TOC User#-MP2246 User -Barry Rubanoff Run-MCNAIR ----------------------------------- 7 ------------------------------------------- - TABLE OF CONTENTS Report Page FORM CF -1R... 1 FORM MF -1R ................ 8 HVAC SIZING........... ... 12 0-7 9 -310- 0 01 . 06- 01V6 BUTTE COU�1'4,N, BUILDING M,,P APP VIIOVL;� m CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 -------------------------------------------------------------------- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 Project Address........ 430 OAKVALE AVE. ******* -------------------- OROVILLE CA. *v7.10* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check /Date -Berry Creek; CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc.' --------------------------------------------------------- MICROPAS7 v7..10 File-MCNAIR Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-MCNAIR MICROPAS7 ENERGY USE SUMMARY = ---------------------------- Energy Use (kTDV/sf -yr) ----------------------- _ Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance = 'Design Design -Margin = 82.87 65.72 17.15 = 68.87 67.60 1.21 = 21.66 20.01 1.65 = 173.40 153.33 20.07 = *** Building complies with Computer Performance GENERAL INFORMATION HERS Verification.......... Not Required Conditioned Floor Area..... 2120•sf Building Type. ... Single Family Detached Construction Type ....... Existing+Addition+Alteration Vintage Assumptions .....:. Before 1978 Fuel Type Propane Building Front Orientation. Front Facing'90 deg (E) Number of Dwelling Units.'.. 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones.-.. 2 Conditioned Volume......... 16960 cf Slab -On -Grade Area......... 2120 sf Glazing Percentage......... 21 s of floor area Average Glazing U -factor... 0.84. Btu/hr-sf-F Average Glazing'SHGC....... 0.69 Average Ceiling Height—,— 8 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 2 ---------------- --------------------------------------------------------------- -- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 ------------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZllS05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-MCNAIR I, BUILDING ZONE INFORMATION Floor # of # of Cond Thermo- Vent Vent Verified Area Volume Dwell-Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap -------------- ----- ------ ----- ----- ------------- ----- ------- ---------- HOUSE - Existing Residence 1271 10168 1.00 4.0 Yes Setback 0.0 Standard No HOUSE - Altered Residence 1271 10168 0.60 2.4 Yes' Setback 0.0 Standard No ADD - New (Added) Residence 849" 6792 0.40 1.6 Yes Setback 0.0 Standard No OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or . R-val R-val Azm Tilt Reference Comments ------------ HOUSE - ----- Existing ---- ----- ----- ----- --- ---- --- --------- -------------- 1 Wall Wood 20 0.110 11 0 90 90 Yes IV.9 A2 2 Wall Wood 138 0.110 11 0 90 90 No IV.9 A2 5 Wall Wood 304 0.110 11 �0 180 90 Yes IV.9 A2 6 Wall Wood 96 0.110 it 0 180 90 No IV.9 A2 10 Wall Wood 58 0.110 11 0 270 90 Yes IV.9 A2 12 Wall Wood 277 0.110 11 0 0 90 Yes. IV.9 A2 15 Roof Wood 1271 0.048 19 0 n/a 0 Yes IV A A14 19 Door Other 14 0.500 0 0 90 90 Yes IV.28 A4 ENTRY DOOR 20 Door Other 18 0.500 0 0 90 90 No IV.28 A4 TO GARAGE 22 Door` Other 12 0.500 0 0 270 90 Yes IV.28 A4 REAR DOOR HOUSE - New (Added) 17 Roof Wood 1271 0.032 30 0 n/a 0 Yes IV.1 A17 HOUSE -Deleted 3 Wall Wood 138 0.110 11' 0 90 90 No IV.9 A2 7 Wall Wood 96 0.110 11 0 180 90 No IV.9 A2 13 Wall Wood 140 0.110 11 •0 0 90 Yes IV.9 A2 16 Roof Wood 1271 0.04.8 19 0 n/a 0 Yes IV.1 A14 21 Door Other 18 0.500 0 0 90- 90 No IV.28 A4 TO GARAGE ADD - New (Added) 4 Wall Wood 205 0.102 13 0 90 90 Yes IV A A3 8 Wall Wood 23 0.102 13 .0 180 90 Yes IV.9 A3 9 Wall Wood 172 0.102 13 0 180 90 No IV A A3 11 Wall Wood 53 0.102 13 0 270 90.Yes IV A A3 14 Wall Wood 144 0.102 13 0 0 90 Yes IV A A3 18 Roof Wood 0.032 30 0 n/a _0 Yes IV.1 A17 23 Door Other X849 10 0.500 0 0 90 90 Yes IV.28 A4 FRONT DOOR 24 Door Other 18 0.500 0 0 180 90 No IV.28 A4 TO NEW GARAGE 25 Door Other 18 0'.500 0 ,0 180 '90 No IV.28 A4 TO NEW GARAGE CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 MICROPAS7 v7.10 File-MCNAIR �Wth-CTZ11$05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-MCNAIR I., -------------------------------------,-------------------------------------- --- OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments 26 Door Other 12 0.500 0 0 0 90 Yes IV.28 A4 SIDE DOOR . Length Surface (ft) HOUSE - Existing 27 SlabEdge 136 30 SlabEdge 6 32 SlabEdge 31 HOUSE - Deleted No 28 SlabEdge 34 33 SlabEdge 31. ADD - New (Added) 29 SlabEdge 75 31 SlabEdge 36 34 SlabEdge 26 Orientation HOUSE - Existing 1 Wind Front (E) 4 Wind Front (E) 8 Wind Back (W) 9 Wind Back (W) 12 Wind Back (W) 17 Wind Right (N) 20 Wind Right (N) 24 Wind Right (N) HOUSE - New (Added) 3 Wind Front.(E) 11 Wind Back (W) 14 Door Back '(W) 23 Wind Right (N) 26 Wind Right (N) HOUSE - Deleted PERIMETER LOSSES ---------------- Appendix F2 Insul Solar IV Location/ Factor R-val Gains Reference Comments 0.730 R-0 No IV.26 Al 0.520 R-0 No IV.26 Al 0.520 R-0 No IV.26 Al 0.130 R-0 -No IV.26 Al 0.520 R-0 No IV.26 Al 0.730 R-0 No IV.26 Al 0.520 R-0 No IV.26 Al 0.520 R-0 No IV.26 Al FENESTRATION SURFACES --------------------- Exterior Area U- .Act Shade (sf) factor SHGC Azm Tilt. Type Location/Comments 32.0 1.280 0.800 90 90 Standard Fl/ALUM/SINGLE OPERABLE 6.0 1.280 0.800 90 90 Standard F2/ALUM/SINGLE OPERABLE 6.0 1.280 0.800 270 90 Standard.Bl/ALUM/SINGLE OPERABLE 32.0 1.280 0.800 270 90 Standard B2/ALUM/SINGLE OPERABLE 40.0 1.280 0.800 270 90 Standard B3/ALUM/SINGLE OPERABLE 18.0 1.280 0.800 0 90 Standard R1/ALUM/SINGLE OPERABLE 18.0 1:280 0.800 0 90 Standard R2/ALUM/SINGLE OPERABLE 24.0 1.280 0.800 0 90 Standard R4/ALUM/SINGLE OPERABLE 32.0 0.500 0.610 90 32.0 0.500 0.610 270 40.0 0.500 0.610 270 15.0 0.500 0.610 0 24.0 0.500 0.610 0 90 Standard F1/Vinyl/Wood'Operable 90 Standard B2/Vinyl/Wood Operable 90 Standard B3/Vinyl/Wood Patio Door 90 Standard R3/Vinyl/Wood Operable 90 Standard R4/Vinyl/Wood Operable CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... BILL MCNAIR Date..02/23/06-19:49:05 ------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM CF -1R I User#=MP2246 User -Barry Rubanoff Run-MCNAIR ---------------------------------------------------------------------------=--- Orientation ------------------ 2 Wind Front (E) 10 Wind Back (W) 13 Wind Back (W) 18 Wind Right (N) 21 Wind Right (N) 25 Wind Right (N) ADD - New (Added) 5 Wind Front (E) 6 Wind Front (E) 7 Wind .Left (S) 15 Door Back (W) 16 Wind Back (W) 19 Wind Right (N) 22 Wind Right (N) 27 Wind Right (N) 28 Skyl Horz 29 Skyl Hor•z FENESTRATION SURFACES --------------------- Exterior Area. U- Act Shade (sf) factor SHGC Azm Tilt Type 32.01.280 0.800 90 -90 Standard 32.0 1.280 0.800 270 90 Standard 40.0 1.280 0.800 270 90 Standard 18.0 1.280 0.800 0 90 Standard 18.0 1.280 0.800 0 90 Standard 24.0 1.280 0.800 0 90 '.Standard Number System of Type Systems HOUSE - Existing Wall 1.0 NoCooling 1.0 HOUSE - Altered Location/Comments Fl/ALUM/SINGLE OPERABLE B2/ALUM/SINGLE OPERABLE B3/ALUM/SINGLE,OPERABLE R1/ALUM/SINGLE OPERABLE R2/ALUM/SINGLE OPERABLE R4/ALUM/SINGLE OPERABLE. 32.0 0.500 0.610. 90 90 Standard F3/Vinyl/Wood Operable, 5.0 0.500 0.610 90 90 Standard F4/Vinyl/Wood Operable 9.0 0.500 0.610 180 90 Standard Li/Vinyl/Wood Operable 33.0 0.500 0.610 270 90 Standard B4/vinyl/Wood Patio Door 10.0 0.500 0.610 270 90 Standard B5/Vinyl/Wood Operable 10.0 0.500 0.610 -0 90 Standard R1/Vinyl/Wood Operable 4.5 0.500 0.610 0 90 Standard R2/Vinyl/Wood Operable 6.0 0.500 0.610 0 90, Standard R5/Vinyl/Wood Operable 8.0 1.400 0.730 90 0 None S1/Metal Skylight 8.0 1.400 0.730 90 0 None S2/Metal Skylight SLAB SURFACES ------------- Area Slab Type (sf) ---------------- -- ---- HOUSE - Existing Standard Slab• 1271 HOUSE - Altered Standard Slab 1271 ADD - New (Added) Standard Slab 849 } HVAC SYSTEMS ------------ Verified Verified Verified Verified Verified Maximum Minimum Refrig Charge Adequate Fan Watt Cooling Efficiency EER' or TXV Airflow Draw Capacity ----------- ----- ------------= -------- -------- -------- 0.600 AFUE n/a' n/a n/a n/a n/a 13.00 SEER No No No No No Furnace 0.60 0.800 AFUE n/a n/a ACSplit 0.60 13.00 SEER No.: No n/a n/a n/a No No No t T CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 --------------------------------------------------------------- -- Project Title ........... BILL McNAIR Date..02 23/ 06 19:49:05 --------- ------------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR ------------------------------------------------------------------------------- HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig.Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity ADD - New (Added) Furnace 0.40 0.800 AFUE n/a n/a n/a n/a n/a ACSplit 0.40 13.00 SEER No No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling. System Load Load Capacity Capacity ; Type (Btu/hr), (Btu/hr) (Btu/hr) ----------=--------- (Btu/hr) ---------- ----------------------- HOUSE - Existing Furnace 47082 n/a n/a n/a ACSplit n/a 42165 50885 n/a ADD - New (Added) Furnace 22222 n/a n/a n/a ACSplit n/a 20468 '24701 n/a Total 69304 62633 75586 n/a Sizing Location...... ... OROVILLE RS Winter Outside Design. ... 25 F. Winter Inside Design.... . 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75,F Summer Range ............... 37 F DUCT SYSTEMS ------------- Verified Verified Verified System Duct Duct ,Duct Surface Buried, Type Location R-value,Leakage Area Ducts HOUSE - Existing Wall None. R-n/a n/a, n/a n/a NoCooling None R-n/a. n/a n/a n/a HOUSE - Altered Furnace Attic R-4.2 No No No ACSplit Attic R`4.2 No No No. ADD - New (Added) " Furnace Attic R-4.2 No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF' -1R Page 6 -------------- ------------------------------------------------------------------- -- - Project.:Title.......... BILL McNAIR Date..02/23/06 19:49:05 ------------------------------------------------ MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11$05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR • DUCT SYSTEMS'. - Verified Verified Verified System DuctDuct Duct Surface Buried Type Location R -value Leakage Area Ducts ACSplit Attic R-4.2 No No 'No WATER HEATING SYSTEMS Number Tank External Heater in Energy, Size Insulation - Tank Type Type Distribution Type System Factor (gal), R -value STORAGE GAS - Existing 1 Storage. Gas Standard 1 0.60 `40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and ***. *** verified during plan check and field inspection. *** This building incorporates altered features. When a feature is shown as altered, the original feature it replaces is also shown under the existing heading. For opaque and fenestration surfaces, the existing feature is shown before the altered feature with a number one -less than the altered feature. For Zones, Mass, HVAC systems and Water Heating, the existing feature is shown just before the altered feature. The existing building -incorporates lower Heating Efficiencies than the defaults for the specified vintage. The existing building incorporates lower Duct R -values than the defaults for the specified vintage. REMARKS 9 e a . CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 7. ------------------------------------------------------------- - Project Title.......... BILL McNAIR ' 'Date..02/23/06 19:49:05 MICR0PAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR COMPLIANCE STATEMENT w --------------------- This certificate of compliance lists the building features and performance specifications needed •to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR , Name.... BILL MCNAIR - Name.... BARRY RUBANOFF Company. OWNER/BUILDER Company. Barry Rubanoff Address. Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-532-9146 Phone... 530-589-4102 License. Signed ..c v, '% �oSigned.. (date) J (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed... (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8 --------------------------------------------------------------------- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 Project Address........ 430 OAKVALE AVE. ******* --------------------- OROVILLE CA. *v7.10* Documentation Author... BARRY RUBANOFF ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 Building Permit # Plan Check / Date 530-589-4102 ( Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. Program -FORM v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR -------------------------------------------------------------------------=----- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. y BUILDING ENVELOPE MEASURES De- En. --- sign- force- n/a er ment *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling /!�� - 150(b): Loose fill insulation manufacturers labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(8): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.30, water vapor permeance rate no greater than 2:0 perm/inch 118: Insulation specified or installed meets insulation quali standards. Indicate type and include CF -.6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage .2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 9 ------------------------------------------------------------------------------- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 -----------------=------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR ------------------------------------------------------------------------------- label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insula -ted to meet the requirements of the CMC Sections 601, 602, 603, 604,- 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, De- En- sign- force er ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 10 -----------------------------------------------------=------------------------- ------------------------------------------------------------------------------- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-MCNAIR -------------------------------=----------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and, support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(i): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 11 -=----------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title........... BILL McNAIR Date..02/23/06 19:49:05 M.ICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-MCNAIR and have an output frequency no less than 20 kHz 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor,(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically .or have an always on option 150(k)5:, Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) HVAC SIZING HVAC Page 12 Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 Project Address........ 430 OAKVALE AVE. *******-----=---------------- OROVILLE CA. *v7.10* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check,/ Date Berry Creek, CA 95,916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ------------------------------------------------- MICROPAS7 v7.10 File-MCNAIR Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-MCNAIR ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area.................�2120 sf Volume.. ............... 16960 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude......... ........ 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design ....... •102 F Summer Inside Design....... 75 F Summer Range............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used:..... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only.one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing,, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all, factors when selecting the HVAC equipment.' Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 28911 14083 Glazing Conduction and Solar..... 16827 28003 Infiltration ..................... 9137 3491 Internal Gain........... ..... n/a 25.20 Ducts .................. ........ 14429 14536 Sensible Load................. .. 69304 62633 Latent Load ...................... n/a 12953 Minimum Total Load 69304 75586 Note: The loads shown are only.one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing,, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all, factors when selecting the HVAC equipment.' HVAC SIZING HVAC Page 13 - - - - --- --------------- Project Title.......... BILL McNAIR Date..02/23/06 19:49:05 MICROPAS7 v7.10 File-MCNAIR Wth-CTZi1S05. Program -HVAC SIZING I User#-MP2246 User -Barry Rubanoff Run-MCNAIR HEATING AND COOLING LOAD SUMMARY BY ZONE --------------------------- ------------- 20NE 'HOUSE' Floor Area ....................... 1271 sf Volume ........................... 10168 cf Description Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Zone Load ZONE 'ADD/N' Heating (Btu/hr) 18447 13355 5478 n/a 9802 ------------ 47082 n/a 47082 Floor Area ....................... 849 sf Volume........ 6792 cf Description Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ...................... Internal Gain ........... ..... . Ducts.... ...................... Sensible Load .................... Latent Load ............... .... Minimum Zone Load Heating (Btu/hr) 10464 3472 3659 n/a 4626 22222 n/a 22222 Cooling (Btu/hr) 9342 19433 2093 1512 9786 42165 8720 EY�I Z �•'� Cooling (Btu/hr) 4741 8571 1398 1008 4750 20468 4233 24701 r • l ,:PERMIT NO. 4366-77B,P,E ti PERMIT EXPIRES OWNER Bill W:7son CONTR. Polly Pools, Oroville 'LOCATION (A.P. 36-05-109 430 Oakvale Ave., Oroville e i 4 J� 1ljaraAtff t Temp. Power Pole Called PG&E Temp. Elea Serv. } Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signa re) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Bond Beam I FIRE SPRINKLERS Motors 7 Framing Test Water Htr. Stucco I Final Suhn.nnlc ---7 Mesn BUILDING BUILDING (Cont'd) PLUMBING Setback %• % Firewall Soil Piping ` Forms A Parapets 1st Floor Main Ventilation Restroom Finish 2nd Floor Fo Final Windows 3rd Floor Ste 61 wk(l Water Piping Siding To out Slab Support Roof Sheathing Water Piping Piers —7 Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings- Prov. for physically handica ed Conformance of ex. structure Appliances Gas Pipin &Test Temp. Gas Slab FinalVY Sanitation Patio tlFIR PLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rouoh '� i -9 Bond Beam I FIRE SPRINKLERS Motors 7 Framing Test Water Htr. Stucco I Final Suhn.nnlc ---7 Mesn MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping B16EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 'gyp' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize repr sentatives of the County of Butte to enter upon the above-mentio ed property or inspection purposes. X Date $ignat reermit or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provi (64 of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OFA51JBLIC WORKS BY Date*3/-7 7 Building permit expires Date 9-71-7X BUILDING Owner Ll. �_e::10 IJ SQ. FT. OCC. UILDING VALUATION �O Mailing Address 40 Jl Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee . 8-0 Plan Checking Fee &/or Penalty of_ Tele hone N Permit Fee Building Address 30PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 t� A. P. No. ►— ®�^— v Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F ' --T !V`FJ i® FIreDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 APPAbIRWEA'd Parce Approval Plansproval Permit Fee $ 3, &'0 $ 6� NEW ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 4'0 (, Main service 100 AMOR P LOR ESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service OVER eoov 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 _ NEW OR ACDNS. ( ACCLBL GS.CCUP. &)20 sq ft NEW CONSTR. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR.(POWER APPARATUS &) NON•R ESID. SINGLE OUTLET CIR.. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & rofessions Code under the name style of: P/.>/z Ex. Occup(OUTLETS OR FIXTURES) @� 109 FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ,,v�,,Op� License No.c2g�+vlS�� Classification Misc. Wiring 6.25 ,� F -I ❑ I am exempt from the Contractors License Laws of the State of Cal ifomia. Permit Fee $ S $ 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. ❑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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize repr sentatives of the County of Butte to enter upon the above-mentio ed property or inspection purposes. X Date $ignat reermit or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provi (64 of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OFA51JBLIC WORKS BY Date*3/-7 7 Building permit expires Date 9-71-7X r, CILO ---NOTE:=-AIITMaterials &' -!Workmanship._ Shall Be in Accordance with, Recognized 'Good Practices and of -a -quality -prescribed for_the-Specified use in the _ Uniform. Building, Plumbing & Mechanical Codes and the -National -Electrical Code- _ The BW: Setback shall be 5 ft. from the -side-property-line-and-50 ft: from -the centerline of the road, permitting a maxi. mum -of -a 2 ft.-`eave overhang -but -entirely - - out of -all easements. Ah. s set of plans_ral peci. kept on the "job' at es and It is unlawful tc See �3laster non :fife dor stru make ariy changes-orations-on=same�without ---- turcl details:written:permission fhe Department.of Pub- I'rc Works, Couefv-t#e,- BUTTE -C - UNT--Y--- --- PARTKNJ_: