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068-350-031
68-35-31, Ft.,�IS.JOBM.iew3,Oroville! Contr; Clantondonst. Permit#33-87B(reroof/SF) x.068 -350;031e0612005'"',/// BRAA' ' , "4t4 ,K Q 246 MOUNTAIN:VIEW DR, OROVILLE ,, i >_ Cont: OWNER DEMO ,. �.aY 350.031- If B06=2266 ..; 068= RESIDENTIAL iSFDssCustom/Model t' NSF DWELLING ;r;A;•� ; ;` 246 MOUNTAIN VIEW, DR, • •_ FORREST MICHAEL B, AULT - - as �. Y ` i �/'� ��_. �) a L-- — --f � � � . _ � _ ;� 2006-0052077 AND WHEN RECORDED MAIL TO: Recorded I REC FEE 7.00 Official Records I BUTTE COUNTY BUILDING DIVISION Lounty of i MPIES 2.00 7 COUNTY CENTER DRIVE Butte I OROVILLE, CA 95965 CANDACE J. GRIM I County Clerk -Recorder) I CP 09:33iap{ 04-lkt-M I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm �- operations. All that real property situate in the County of Butte, State of California, described as follows: " —( / )c o4 Q:^v.IIC- v>L4'c ri 1 off. 1 P 1 I'`�,a �l 1dsQc/., , -r d�oj Ip [PtJ�f 0 o'g- y�ti�l o� i' /7r.`cJ �C �rYift f!'r!^C GtiCrS,,.t.�•V�juq7"�'C CrOJuo..,. •1.�'F1 �'C O'y'CJ7 Arc YOU/ /9 3A, LIA So,.f Lc- r7 loo�.....,J r P�Sa c/% %•�- Z.��i N 7�GSCJ/euSY /0772-Fcc+/ �lc�ct /=/oiYO2-1 -3) 7, LTD'wz>+ 182.59 �'cc l /i 1s `/S l I Ito/'ovt d1 ` UA -S i a�4cf- or- Ja I^ CL (,�- I 0/. 9 I )3 o ,PYI� G�lJ+"� S'Z. /� A rC Y�.�f ''S At /OV -, / 7U -�`l�ff� CC / �, (J C� 4 e/ c7G/n� F /�i, 46 err Date PROP E TY O ERS. Fr�-cs fi Yi c;,cA )4 - State of California County of-bk-L+A L On . � � - �� before me, 6-nk n Pu-b<<� personally appeared a Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. a MICHELLE C.FIN!(�N(HiFR b ff11 / S� —7 COM193lae 1187107 A.P. # V �0 U >s0 0 .3 I � N�a�YB�le-ci wWa INr Comm. Exp. JULIE 30.201 Butte County Department of'Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Name: F0 `% , ✓`a t-, -- Mailing Address: M f , V tw Assessor's Parcel Number for Site: 069 35-0 0,31 Street Address of Site: 2 `t. {ti's - : LA e ✓ 0/-, E-mail Address: c«. Q � r, � V. c:,,1 . Go >--t I Phone #: I LS 87 7 Building Permit Receipt Number: (Show copy of signed permit) Date Sewage Disposal Permit Issued: (Show copy of signed permit) I certify that the above information is correct and that l Section 24-300-C (on the reverse side of this application.) Applicant's Signature: 61. i have read Butte County Code Date: G"6 TO BE FILLED IN BY PLANNING DIVISION Date Application Received:eJ Zoning: Verified by: ��2L_ Permits Reviewed by Associated Building Permit # -Jd &(a Associated Building Permit # Administrative Permit # Ati✓1 CJ 76 - Gig Planning Approval by �� �/�.---C _ Date Approved: l Date revised: July 19, 2006 K:\Planning\FORMSWPPLICATIONS\ADM_Temp Travel Trailer.doc (over) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 - WEBSITE: www.buttecounty.net\dds Dwelling - Custom, Model Dwelling - Custom, Model Fire Ping Appl Fee (SRA) -Bldg Fire Ping Appl Fee (SRA)-Fire- SMIP - Residential FEE INFORMATION $943.72 $1,415.59 $109.98 $95.00 $8.73 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires OWNER OL:CRW 00411224 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Cade, and my license is in full force and effect. X 10/20/2006 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of 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 Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less. I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compenstlion provisions of Section 3700 of the Labor Code, I shall forthwith comply with those X :V� lax""o — 10/20/2006 Signaffure Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip 02 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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 five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE y� COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR. OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this � 10/20/2006 O ner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prope owner or azthorize o act on the property owner's behalf. ,../f� «10/20/2006 Owner 1:1 Contractor OR. Agent for Owner ElAgent for Contractor FILE COPY. PROJECT INFORMATION Site Address: 246 MOUNTAIN VIEW DR Owner: Permit No: B06-2266 APN: 068-350-031 FORREST MICHAEL BRAULT Permit type: RESIDENTIAL 246 MT. VIEW DRIVE Issued Date: 10/20/2006 By KEJ Subtype: SFD-Custom/Model OROVILLE, CA 95966 Expiration Date: 10/20/2007 Description: NSF DWELLING (530) 531-5877 - , Occupancy: R-3 Zoning: AR -'V2 Contractor Applicant: Square Footage: OWNER FORREST MICHAEL BRAUL' Building Garage Remdl/Addn 246 MT. VIEW DRIVE 246 MT. VIEW DRIVE 1,285 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)531-5877 (530)531-5877 CA I coo Dwelling - Custom, Model Dwelling - Custom, Model Fire Ping Appl Fee (SRA) -Bldg Fire Ping Appl Fee (SRA)-Fire- SMIP - Residential FEE INFORMATION $943.72 $1,415.59 $109.98 $95.00 $8.73 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires OWNER OL:CRW 00411224 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Cade, and my license is in full force and effect. X 10/20/2006 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of 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 Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less. I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compenstlion provisions of Section 3700 of the Labor Code, I shall forthwith comply with those X :V� lax""o — 10/20/2006 Signaffure Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip 02 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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 five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE y� COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR. OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this � 10/20/2006 O ner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prope owner or azthorize o act on the property owner's behalf. ,../f� «10/20/2006 Owner 1:1 Contractor OR. Agent for Owner ElAgent for Contractor FILE COPY. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 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 Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Namefirst i_0u i" e y_ --e Address � 6 Vt�✓ ✓. City Dra c State zipg," 6 PhoneS3 / 5-2 7 7 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Address 2 y6 �t Address City O �� t' � City State G�1 State Zip Phone Fax Fax E-mail 7F# Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address 2 y6 �t Address City O �� t' � City. State G�1 State Zip Phone Fax Fax E-mail 7F# State License Number APPLICANT INFORMATION Name I A Address 2 y6 �t v City O �� t' � SRA State G�1 Zip 9 � Phone 531 Sa 7 Type Const. Fax E-mail Page APPLICANT SIGNATURE X For office use onl : Zoning I A - Flood Zone I X I SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page 7F# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # PROJECT LOCATION AP# D6 33-0 U31 Prope Address City Cross Street A7A ) U � 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 Pade 1 of 2 Description or Scope of Work: c c. a 1� k o -c A „v Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: 4 Bldg SRA Receipt #:j�� Sheriff Datel-21- OG �JD Other Total REV 8-12-05 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 paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR 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 A/C 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 Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. jo«k- Z71 ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. Cam 4-1 ❑ 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 and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2266 Date: 09/21/2006 Location: 246 MOUNTAIN VIEW DR By: KCG Parcel Number: 068-350-031 Sub Type: SFD-Custom/Model Owner Name: FORREST MICHAEL BRAULT Phone:. (530) 531-5877 Description: NSF DWELLING The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ J ORWO DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 L�6wfn 10 owner Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901- (530) 741-6000' Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 09/21/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. G 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 G income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed 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's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OR NO) 2. 10111A VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. 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 CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: NSF DWELLING Reference Number: B06-2266 Applicant Name: FORREST MICHAEL BRAULT Signature of Property Owner: Date: 2 / Z06 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2266 Job Address: 246 MOUNTAIN VIEW DR Contractor:. OWNER 246 MT. VIEW DRIVE OROVILLE, CA 95966 Printed: 9/21/2006 1:36 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Dwelling - Custom, Model N - Plan Review Fee 0010-440001-4210500-1010 $943.72 9/21/2006 $943.72 N - Permit Fee 0010-440001-4210500-1010 $1,415.59 Fire Ping Appl Fee (SRA) -Fire - 0100 -450001-4617240=1010 $95.00 9/21/2006 $95.00 Fire Ping Appl Fee (SRA) -Bldg 0010-440001-4210500-1010 $109.98 SMIP - Residential Printed By: CRW Associates 1001-0-280-1011298 $8.73 29573.02 $19038.72 Balance Due: $1,534.30 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 9/21/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2266 Location: 246 MOUNTAIN VIEW DR Parcel Number: 068-350-031 Owner Name: FORREST MICHAEL BRAULT Description: NSF DWELLING Date: 09/21/2006 By: KCG Sub Type: SFD-Custom/Model Phone: (530) 531-5877 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I 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 buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: r Title: FILE Date: 09/21/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municivalcodes.lexisnexis.com/codesibutteco/ Reference Number: B06-2266 Date: 09/21/2006 Location: 246 MOUNTAIN VIEW DR Parcel Number: 068-350-031 Owner Name: FORREST MICHAEL BRAULT Phone: (530) 531-5877 Description: NSF DWELLING Signature of Property Owner: 11elDate: 09/21/2006 FILE ,JRDING REQUESTED BY: .jelity National Title. Company of California Escrow No.: 06 -108803 -TG Locate No.: CAFNT0958-0958-0001-0000108803 Title No.: 06 -108803 -BEE When Recorded Mail Document and Tax Statement To: Forrest Michael Brault, Trustee of the Forrest Michael Brault Revocable Trust, dated 11/17/2003 246 Mt. View Drive Oroville, CA 95966 APN: 068-350-031 GRANT DEED COPY of Document Recorded 15-Auq-E006 2006-0041798 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $183.70 [ x ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, Unincorporated Area City of unincorporated area of Oroville, FORA VALUABLE CONSIDERATION, receipt of Which is hereby acknowledged, Alyssa R. Slater, a married woman as her sole and separate property hereby GRANT(S) to Forrest Michael Brault, Trustee of the Forrest Michael Brault Revocable Trust, dated 11/17/2003 the following described real property in the City of unincorporated area of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF DATED: August 9, 2006 STATE OF CALIFORNIA ) COUNTY OF _( ) ON .0 o before me, er Go( t t (here insert name and itle of the officer), personally appeared _ A k, c iat(- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my nd and official seal. Signature ' (Seal) Alyssa R. Slate TERRI GEROY a Commission #1442021n U Notary Public-Californiav Butte County My Comm. Exp. OCT. 24,2007@ f MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(06-06) AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessaly farm operations. All that real property situate in the County of Butte, State of California, described as follows: A 1w.,�c�o a�' t1✓�v�lle-- l.t�.c/..��v }•�-0c /�.�-...�i' 1-ri.h1.�isQiii' %/!qi G WTCN wi UlP wCnJ 4.),c %✓� �4C �FI(C c+T' f. -CG fr r>u �'f'C. LP:�...�/ J�1 iL 0--f- CA cnj�r � 0 o i LL1v..c /1 0 i �c'',ej/ 3AB L1A1ts'�. Cwtiw tnc h� q ii rv,v :L/ Svt 3Lcd-/r7 bou c/ j �i'w'1 'L� 7 �C f�Gw,n C•- 7Y •`•-S /�' `'� �i�'cts� 1o7,72 --(cc--# . .�G. Cn �t /w Q��r7 Z/iii�Tf� �17�1 �rc .,3 C BS6 aT�'wz>t /P�z. j�`I c� f ht� �t S �o`ys `/S�/ r 71� / S p O 1, �j' 'I"TT -1 �"-ci 4 /� c� i 14t �o V f �r .A a df,J fu�� or c! 8, 2U arc„i, o� 4 c — ,A O( U5 )3 2z, 44u 1f"Vlry G✓�C�U1 S"�/� QrC Yt'lrSlO0''tt�Q / / p Date PROPE Ty:0 ERS.: Fr -'--CS t / / 6Y0%0 1T State of California ) County of On - a - Io before me, h'Ni rko_11n_ h nkZ0 P"It (- personally appeared jae i.WL. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. A MlCH131.E C. Fp l� b -7 Cammission tIvlw A.P. # 063 3SO O' 3' ►towYB� is -c+ltnonr. .04 Comm. Exp. JUNE 30.201 2006-0052077 AND WHEN RECORDED MAIL TO: Recorded I REL FEE 7.00 Official Records I BUTTE COUNTY BUILDING DIVISION Lounty of I UIP IES 2.00 7 COUNTY CENTER DRIVE Butte 1 OROVILLE, CA 95965 U-MXE J. GRU'BIlS I County Clerk-Recorderl I I CP 09:3:0 04 -Oct -M 1 Page 1 1of 1II AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessaly farm operations. All that real property situate in the County of Butte, State of California, described as follows: A 1w.,�c�o a�' t1✓�v�lle-- l.t�.c/..��v }•�-0c /�.�-...�i' 1-ri.h1.�isQiii' %/!qi G WTCN wi UlP wCnJ 4.),c %✓� �4C �FI(C c+T' f. -CG fr r>u �'f'C. LP:�...�/ J�1 iL 0--f- CA cnj�r � 0 o i LL1v..c /1 0 i �c'',ej/ 3AB L1A1ts'�. Cwtiw tnc h� q ii rv,v :L/ Svt 3Lcd-/r7 bou c/ j �i'w'1 'L� 7 �C f�Gw,n C•- 7Y •`•-S /�' `'� �i�'cts� 1o7,72 --(cc--# . .�G. Cn �t /w Q��r7 Z/iii�Tf� �17�1 �rc .,3 C BS6 aT�'wz>t /P�z. j�`I c� f ht� �t S �o`ys `/S�/ r 71� / S p O 1, �j' 'I"TT -1 �"-ci 4 /� c� i 14t �o V f �r .A a df,J fu�� or c! 8, 2U arc„i, o� 4 c — ,A O( U5 )3 2z, 44u 1f"Vlry G✓�C�U1 S"�/� QrC Yt'lrSlO0''tt�Q / / p Date PROPE Ty:0 ERS.: Fr -'--CS t / / 6Y0%0 1T State of California ) County of On - a - Io before me, h'Ni rko_11n_ h nkZ0 P"It (- personally appeared jae i.WL. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. A MlCH131.E C. Fp l� b -7 Cammission tIvlw A.P. # 063 3SO O' 3' ►towYB� is -c+ltnonr. .04 Comm. Exp. JUNE 30.201 BUTTE UNT'Y (DEVELOPMENT FEE CERTIFICATION FORM FEATHERRIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) Project Location /Address _ Subdivision Name Building Permit Number '2 J Assessable Sq. Ftge 12 017) Type50 Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: �n1cl6A, �r%� �+' horn 1 ► 12-S5 �n YlPtnl S a Building Dep nt Representative Date RRPD ❑ CARD 0 PRPD ❑ DRPD certifies that: Applicant Name Phone Number Mailing Address City State /_1p Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ — Square Feet @ $ Remarks: Paid - ecreation and Park District Paid by Cash: per unit for a total of $ per sq foot for a total of $ Receipt No: I�( Date l 4, .4 BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District Building Departme nt No. A.P. Number 09;�- �'-SK5-(")1'y)urisdiction: City County Property Owner Property Location/Address Subdivision Lot No. .............. :' Residential Development Sq. Footage %Q y No of Living Mobile Home Addition/ *Supplemental to (Group, Units Installation Conversion Permit # *(No foundation inspection) ....................................................................................... Commercial/Industrial New Department Representative . Addition Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (including Exterior Roofed Areas) .4-) W J -tl) 60 Date District Identification No. C1 L le 'tge School District certifies that ✓torr e-st 'zr6"LL-W'--" (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 6 S —a Is —CS Ck representing 67R't 77 4t-3 by payment of $ square feet. B 2926 $ ULL MITIGATION $ . I � Date Paid by Check # 4.4- '1 Remarks: 0 (040.. 3.ro-0-3 f qJ 1-_ 4 1 � a �- '. 6 3. You may protest the Imposition of the few Idendfled above by submitting a written protest.to the District, In compliance with Government Code Section 66020(a), within 90 days from the date less am paid. Failure to submit a timely written protest will prohibit you from challenging the InVositlon of On fan In any'court action. If, subsequent to the School District Representative signing this Butte County Schools lnqmwt Fee Certification Fonn, the School District is nodfled by the applicable Local Planning Agency OW this project Is being rwls under the California Ern4rornnental Quality Act (CEQA). this project may be subject to additional school fees to ftft rnftsts its knpact on the school district's schools. White (school district), Yellow (building department), Pink (applicant). fteformids (3wwm SHEET OF BUTTE COUNTY PROPERTY RECORD NAME r>y'G'/5 r .. ':'tt': •=>'� nY. NAME SITUS Zi 4., Assessment Fee Number Book Page/Block I Parcel ZONING City ❑ County ❑ Assessment Year ; 2006 1 20 20 20 20 20 UTILITIES -SITE IMPS. Date—� �> i ->i - 0.5 Electricity: Yes ❑ Telephone ❑ Appraiser Gas: Public ❑ LPG ❑ None ❑ Use Code Sanitary Swr: Public ❑ Indiv. ❑O Dwelling Units I Street: Conc. ❑ Asph. []Dirt ❑ Gravel ❑ Building Class 1, >:0 e.er. Street Lights: Yes ❑ No 0 Bedrooms 7. C & G: Yes O No �D Baths t Sidewalks: Yes ❑ No [E] Effective Year I ej y SITE TOPOGRAPHY Area of'Residence7 ,' a7 -z- Level Level 121 Rolling ❑ Other ❑ Car Shelter Yes- No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes El No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Slopes: Up ❑ Down ❑ S -S ❑ Misc. Buildings GUEST1'OL. se Grade: At &] Above ❑ Below ❑ Pool Yes ❑ No Yes ❑ No ❑ Yes ❑ No ElYes ElNo EJYes F-1No ElYes ❑ No ❑ View: ❑ Of: Phy. Char. Checked ❑ Checked ❑ Checked ❑ Checked ❑ Checked ❑ Checked ❑ WATER ''`'`'' `" ` `' � '` MARKET DATA GPM: Depth: Comparable 1 6d6 -02,-01Z Public 0 Well ❑ Ditch ❑ Comparable 2 03/- 072-0/L Supplier 5fl-,i Comparable 3 014 6&-OZ5 Aerial Photo Year Sale Date/Price o6b- 13o-100 To o Map Year 06£ -216-0-757 PRIMARY BASE SECTION Soil Name Index Acres Base Year zv05 SECONDARY BASE SECTION LAND REMARKS: I nnrl Tvnc• I n4 r Des . PRIMARY LAND VALUE COMPUTATION c9rntinAov ASST. PRIMARY LOT H/S YEAR BASE YEAR VALUE SQ. FT./ ACRES UNIT VALUE VALUE ADDED TAXABLE VALUE ASST. SECONDARY YEAR BASE YEAR LOT/HS VALUE SQ. FTJ UNIT ACRES VALUE VALUE ADDED TAXABLE VALUE GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X PARTIAL ASST. OWNERSHIP CHANGE YEAR EXISTING BASE YR. EXISTING VALUE PORTION RETAINED RETAINED VALUE EXT. % EXTENDED TOTRANS. VALUE YEAR DATE VALUE PORTION TRANS. TRANS. VALUE EVENT DATE VALUES LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X ` NAME: ✓ " ✓=lL ` ^ r TTF /� 1= ti NEIGHBORHOOD & SITE DESCRIPTION tSU I I t UUUN I Y KtJIUtN i IAL F'KUFrtK I T KtI:UKU PROPERTY' LOCATION: TRANSACTION RECORD USE TYPE %�� / I J% LAND VALUE COMPUTATION A. r. N. Book Page Parcel .00ATION Urban ❑ Suburban [Z Rural (yf Date Price 1 Seller & Buyer Source & Date Single Multi -S91. Appr, Year Width- Mod. Unit !Site Total Area Fact. Value Value Value Peripheral ❑ Foothill ❑ Other ❑ Duplex 97 ,:5 /7g i Apt. 1977 I v 6 SHEET / .OF / MPROVEMENT MIX Flat 160 Use Code: /,yX/1 /\ Homogeneous 0 Heterogeneous ❑ j Court 161 Sales Area Code: r Predominant Use: Res. Res. Income ❑ Motel 162 Appraiser No: / ,a / –1 e) Com'l. ❑ Indus. ❑ Agri. ❑ Profsnl. ❑ CONSTRUCTION RECORD CDU RATING Res. -Apt. 163 Incomplete, P.0 19........... JTILITIES-SITE IMPTS. Permit No. Item Base Appr. Amount Date Year Year Age Cond. Desir. Util. No. Units 164 Zoning: — 165 Zoning Confarmi}y: Yes No ❑ Water: Public Well ❑ Ditch ❑ s^1 l TQ ? ( j REMARI:S fr�.� N •�` 1_ pt 7 166 Use Conformity Yes No ❑� Electricity: Yes No ❑ 167 Bldg. Claaz: D57, c: Gas: Public LPG ❑ None ❑ 168 BR: 1 ❑ 2X 3❑ 4❑' 5F Sanitary Swr: Public ❑ Indiv. 169 Baths: 1X 2❑ 3❑ 1/2 ❑ 3Vq,❑ Storm Swr: Public ❑ Natural 170 Base Year: / J Street: Conc. ❑ Asph. Rf Dirt ❑ Gravel ❑ , d 171 Are : 7' St. Lights: Yes ❑ No ® RCLND COMPUTATION ' 172 l nd Type: Lot VAI Acreage C & G: Yes ❑ No CLASS: (��C C' 173 arage: Yes ❑ No 2 Sdwlks: Yes ❑ No [, APPRAISER & DATE:—(1 70 e%G Pool: Yes ❑ No Item Fact. Area Unit Cost Cost Unit Cost Cost Unit Cost Cost 'REND First Floor �el =1.� `70(�p'° AO, 1.1 7jsvOv SUMMARY Improving ❑ Stable ❑ Declining ❑ Second Floor '' -x x -x Assessment Year '9 /'77 19 •c". 19 19 OCCUPANCY NllL Appraiser v 4 Owners ❑ Tenants ❑ Mixed ❑ Gar. A - D - F 4 e-eu �770I Date 15 -• c,! f �- ' CC P-frt. !4^�c•. �'� R.C.N. r��� d1AINTENANCE P -rear R.C.L.N.D. Q 40 " E G A F P P- Land Value �• Q U - C C Patio `��.a J ...,tea 3 Total Summation / Q- W 1 'RAVEL TIME & DISTANCE Comparable 1 E or = - tR r=� Shopping: E G A F P AC 1 E�00 -Comparable 2 Schools: E G A F P FP 1Ir'b Comparable 3 Core: E G A F P `• Kit. Extras Listed Price P[mbg. Extras Sale Data _ SITE TOPOGRAPHY Misc. Extras �—; f ,^{_ TOTAL PROPERTY APPRAISAL Level ❑ Folling 1^J Other Flatwork Land r! .r�,.. �'O 1 A At (J' Above � Beiow ❑ Grade I I t— I � imcrovemenfs Slopes Up +i Down E]S-S E)r I I g f ( Total Property View ❑ Sector ° I I –�T' % _, j I /.\ ! i iEr% `j,`JG ; to VALUE'–: Lord _ �v., Gc✓ a ___ --------- __ .:.1•..c C _ t I ...�. i ; 7-�iai .'alertY I A Total R.C.L.N.D.✓-— r•UUNUAI IUN Llbl-II INb UUILI -INS VI Ktrl_/H,..t nvvm r-stvv r-nvl-,n VCIr-�I 1_ :--.j -Raisod Few Fair Kilchen Fan * location: )` I{" Room Floors Valls __- -_'I .: it Concrele-Low Avg, Avg. flood Metal Stone Story 1 2 B Cpl. Hw. Lino. S.R. Pl. ton. $ ", f C:n crele Slab !\ Many Good Range Brick Marble All I;— Recess 220V Oven Raised Hearth Entry ssudsill Spec. Rheos. Double Ovens Wali Hgt. Living Electronic -Oven Free Standing Dining - 1 BONE STRUM. HEATING Drop-in R & O Healilalor Family b/d. Fr. C. Bits. Forced Central Slide -its R & O Flank Shelves Kitchen Brick Adobe , Wall Gravity Garbage Disposal Dbl. Opening Breakfast itoel Conc. Floor Pcrim. Dishwasher Two Story Bedrooms II i T "Radian eiling Refrigerator. d EXTERIOR Elec. Bsbd. Intercom GARAGE .lucca Panel ,— Gas 'Stat. Breakfast Bar Attached Utility --- ---�-_...I Tiding k Shingle Engrd P. P. Vacuum Cleaner, - Detached _ KITCHEN DLTAII_ i!•ake Asbes. Econ.. x Wet Bar _ Double Cabinets H. W. 0. P. Plywd. hlelal ':pec. I & B Alum. .220 V. Oulle� Single Dr. 6d. &Cob. Top Tile Mica Lino. Spla�sl, R :?: C: I sr. Ve,; Stone — COOLING Blender Carport BATH DETAIL. Adobe I" bds. Refrig. Central BBQ Garport Finish _ Pixiures rShowel 61k Ev.p. Roof X Desk - Electricity Fir. No. Floor Walls Toil. Lay. Tub St. -6.1. G.U. sl• y Engrd. — Wall O. H. door(s) WINDOWS Econo. Wind. Remote Control Dr. y � li. �r Wood � finished -------__�-... Csmt. Steel Wlr. I -I Ir. Gels. %= Finished Sliders Alum. - MISCELLANEOUS STRUCTURES _ —'--•' '—""""""" _._._ Lvrs. Loaded APPRAISER & DATE: Crank Operated Item Fdln. Fir. E.I. Int, Roof Age -^ •- Size $/S. F. % Gd. RCLND $TS. F, �uY.I r -sem i (dray° X951 6 a %0 • 53 Z i{ I iliding Glass Dr(s) ROOF --- ---- - '' i Cable Dutch Gable , I slip TOTAL Shed REMARKS: CALCULATIONS: ' Lr� Flat Mansard O� I� Cut-up _ y /\ � Fin. Eaves s ,?a rr I .fL 4�F Shingle Shake I C'"� Compo -Shingle ' Compo -Roll CC P c:Xr2 ,k' 6 E fo5 ---'--.._.'- Tar and Gravel J 1• la _. Tile ` -----.-. �r �„' , �7 1 �� /•� ac /� ,^Z C� AJC": �'11�`•n� � � !.a :r'� '± 1....�_ G.0 Hers & Dnr Spls.. - it i n.� fur .f- �r I-- --,----- _— - - -' it 11 -` _ , I - - i - - -- • - T•I --- C � S I I ' I .I. 5 .�._.--I• _ 1....�- ��._4.-. �_'jF __ ^�-.__ -i� Ml )_ '. : -'I�� '-,_.' I , 1 ' ...- _�.._._��_y�t.. I. .._i � -- L� it i • C ' I I I � I t J. ti �.- J `�` i.� -.v��'�- ter. � r _ � f t e`.. �� i" ,� j 0�8-350-031 06-2005 BRAULT, FORREST NOTES % ; 246 MOUNTAIN VIEW DR, OROVILLE ConCOWNER - DEMO .t RESIDENTIAL APN: Permit No. "Owner. 4 Site Address' Contractor. Type of Permit: • � t si r . { a SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE �• DATE JOB FINALED• r SIGNATURE: J m< ' 1 r b • t a SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE �• DATE JOB FINALED• r SIGNATURE: J m< ' +=OK O = Not MANUFACTURED HOMES DATE U PERMANENT FOUNDATION l -j SOFT -SET 1 Zoning -Setbacks -Easements 2 Soits; Special MH Support Sketch _ 3 Sewer, Locin Test: Fall/C/O-Concrete _ 4 Wtr, Locfi Test-Easeinent Needed -Regulator 5 Elec Loctrr-Dimes-Gmd 'Amp -Concrete 6 Yard Gas; Loctn Test -Wrap Nat O or LPO _ Inch Sz Ft Lngth _ 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test -Demand Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -Gimes 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr i£ Sewer Connected -UO to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation :O 14 Exits 15 Cert of Occupancy 16 HUD Labellinsignia Numbers Serial Numbers Drawing MISCELLANEOUS- DECKS`COVERS'CARP0RTS•GARAGES 1 ZoningSetbacks-Easements 2 Figs; SoilsSz-DpthSpacing-CnnctmSteel 3 Decks, Girders/Joists-Dclting-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -PJ rs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStvds-Rftrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shtlrg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pals 1 Setbacks -Easements 2 Soils; -Compaction -Structure Stability 3 Pool Structure; Steel-CnnctrisThickness Dead Men-Uning 4 Elec Reptcls[Ung; Distance -GR 5 Elec Pool I_ting; l5 volts-GFI 6 Elec.Enclsrs; Conduit Entries-TurnInals-I-isted 7 Elec Bonding; Metal w/.7-Crdtng Egp4 itr 8 Elec Grndng; Eqp w/5' Crding Eqp-Pool ightg Boxes-Enclsm-pnlboaids-(nsultri to Main Conduit 9 }lealth Dept App' m 10 Pimb; Cir Test4 ft Supply Test 11 U Niche 12 Endsr, Fencing -Alarms 13 Bonding, Diving board or Slide = Hai OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING -�A 1 Zoning -S tbacks-Easements-FloodSlope 53 Wtr HtrYent Acc Cmbstn Air Baffle 2 Ftg Main; Soils Elec Grnd Ftg Dpth 54 Wtr Pipe- Test & Anchr-Nail Prtct_n 3 Ftg Garage; SailsSteel-SteelGrnd Ftg Dpth 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Pall -Fitting -Test -2 -way C10SewerTest 10 UF, Gas Pipe; Sz Anchrs-Sz Test s 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgmd DATE M E C H A N'1 C A L 13 Plenums & Ducts; Clrnc-materialSupportansultri 61 AC Ducts Insults &Support " 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & VnUtn 63 Condensate Drain & Ovrflw, Sz & Grade - 16 Insulation 64 Furnace -Vent Acc-Comb Air Rb7dVent 115 Outlet 65 Attic Acc & Pltfrin if Furnace In attic o` 0s� d� 41 o 0 DATE 15RAMING 1T Sills Proper Maierials & AnchrsL. DATE F 1 N A L 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls ovet Girder3..4 fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (iat proof) 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr 21 Fire Stops; Furred CeiUngsStairs-ChasersTubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & B 69 Bedroom Exiting 23 Hangers-Posf'Caps-Anctvsirnctns 70 GFl & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joisf-RfEw Tjes-Purliq�-Roof Brac TnusSMhg 71 GFl Arc Fault 25 Frplc Ties or Type A Flue=F:Vc Throat CImc 1 * * 72 Elec Trim & Subpnl, Breaker Szs & Labels - 26 Attic Aa:, Sz &--Rfim -Draft Stop -Ins Baffles 73 Stairs, GuardlHandrails 27 Bdrm Wndws oc ng DoorsSill (it & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctri Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Ftrewatl & Opngs' . 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn Elec Outlets & Rcptcis at Ktchn Counter 78 Garage Fire Dobr, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnft4U& Outrgrs 79 AC Duct In Garage -Damper. 33 Siding -Nailing Veneer 80 Wtr Htr Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Area-CS lass Prtctn-Plastic , 81 Plmb; Elec & Mech Egp Listed for Lorin 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GF) Romex Piton 37 Brace Int/Ext Wall pnls 83 Insults -Foam -Looked in Attic 38 Insults Walls -Ceilings 84 Guard Rails & Deck Cnstrc n -Post Caps 39 Infiltration Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Dmge Planters Q Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frplc-CImc to Opngs DATE ELECTRICAL 90 Wtr Well, Dscnnc% Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl4Jndrgmd 40 Fxtr & Tmsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous liispctris 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz oa QCUorEIAL 98 Address Posted AC Wire Sz qa Q Cu or Q AL 99 Fire Sprinkler 48 Range Clic w Q CU or Q AL Oven Circ Qa Q CU or Q AL Insulated Neutral QYes QNo 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmcs pnls-Motors-Meth Eqp 51 Clothes Closet LtShwr LI -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 rtrcwu I IVv. BP062005 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 penalty of perjury that I am licensed under provisions of Chapter T(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 penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 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 State 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 five hundred dollars ($500).): 1, 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' State 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.). Issued Date: 08/21/2006 APN: 068-350-031-000 Site Address: 246 MOUNTAIN VIEW DR ORO Map Index: Description: DEMO SINGLE FAMILY RESIDENCE Owner: BRAULT, FORREST 246 MT VIEW DR OROVILLE CA 95966 (530) 531-5877 boatguardian@hotmail.com Applicant: BRAULT, FORREST 246 MT VIEW DR OROVILLE CA 95966 (530) 531-5877 boatguardian@hotmail.com O 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 Contractor: pursuant to the Contractors' State License Law.). ❑ I am qempYunder Article 3 o he Business and Date: v I Owner. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: License #: Architect: Engineer: Carrier: otal Square Ft: 0 S. F. Polley #: Valuation: $0.00 1 certify that in the performance of the work for which this 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Z 1J0 Applicant: ` WARNING; Failure to secure workers' compensation coverage Is unlawful, and shall subject an,employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Gd 'r. CONSTRUCTION LENDING AGENCY- - —" -This ermit Is hereby Issued_ r.the.applicable provislons of_the Butte Count de and/or-- - I hereby affirm that there Is a construction lending agency for the Res lution o do worK indi ` ted Bove for which fees have been paid. 97 performance of the work for which this permit is Issued (Sec 30Civ.) BY Date: Name: /; / -(J PERMIT EXPIRES ON: Z-21-62 (] 2 2 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. ❑ 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 stale laws relating to building construction. 1 acknowledge it is unlawful to alter the substance of a official form or document of Butte County�eby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: Y U�✓YS7 / "/ �'���f.�/ Signature: Date: 4� / 2 { 106 0 wne 6 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor u. %. uuuumy rennn v I- w -v -r Ny i i BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP062005 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 penalty of perjury that I am licensed under provisions of Chapter T(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and Issued Date: 08/21/2006 APN: 068-350-031-000 effect. License Class : License Number: Site Address: 246 MOUNTAIN VIEW DR ORO Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 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 State 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 five hundred dollars ($500).): 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' State 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.). Map Index: Description: DEMO SINGLE FAMILY RESIDENCE Owner: BRAULT, FORREST 246 MT VIEW DR OROVILLE CA 95966 (530) 531-5877 boatguardian@hotmail.com Applicant: BRAULT, FORREST 246 MT VIEW DR OROVILLE CA 95966 (530) 531-5877 boatguardian@hotmail.com ❑ 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 Contractor: pursuant to the Contractors' State License Law.). ❑ I am qempYunder Article 3 o he Business and Date: u 1 0 Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 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: License #: Architect: Engineer: Policy#: otal Square Ft: Valuation: I certify that in the performance of the work for which this 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' 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 ($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 ermit`is"hereby is Res lutions o do work I hereby affirm that there isa construction lending agency for the ,�yy k performance of the work for which this permit is issued (Sec 3097 Civ.) a 7 11411bW1i PERMIT EXPIRES Address: 0 S. F. $0.00 the applicable provisions of -the Butte County Code and/or Me for which fees have been paid. ❑ I 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. ❑ 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 a official form or document of Butte County. 01 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: Y V ✓Y, - I. - Signature: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor b. V. ouuarng rennn y i- io-vy Py BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 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 OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name RA L Name Q w First me 0y -r e Address V, 116 -�- V1 eL j City 0r6V,IJc' state � Zip I PhonS30 S3/ 5_3 7 7 Fax E-mail k> o a + L." a 11— s a 1A & Ila wtc„ Lo vrn APPLICANT INFORMATION CONTRACTOR. Name Q w r Address Zip City Fax State Zip Phone t Type Const. Fax E-mail Map Book Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X , For office use onl : AP# Zoning City oroV.)le- Flood Zone SRA I Yes I No Occ. LENDING AGENCY Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS1BIdgApplSubRgmts.doc PERMIT NO. i l --), affil BIN # PROJECT LOCATION AP# Property Address -Z �l pl�_ U,cw r%. City oroV.)le- Cross Street —r 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 / /VC? kIXC_ Address Page 1 of 2 Description or Scope of Work: Sq FT- Living 7 Garage Open Cov ❑ Structure Built without Permits ❑ 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, anew 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. C Received by: jp Amount: G Bldg / q SRA Receipt M , I �QO ` Sheriff -2, SMIP Date: 7_�?�66 Other G0 Total REV 8-12-05 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 paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR 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 A/C 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 Buffer clearance and site plan approval from the Ag Commissioner's -office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. r. ❑ 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 and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 RECORDING REQUESTED BY: Fidelity National Title, Company of California Escrow No.: 06 -108803 -TG Locate No.: CAFNT0958-0958-0001-0000108803 Title No.: 06 -108803 -BEE When Recorded Mail Document and Tax Statement To: Forrest Michael Brault, Trustee of the Forrest Michael Brault Revocable Trust, dated 11/17/2003 246 Mt. View Drive Oroville, CA 95966 APN: 068-350-031 GRANT DEED COPY of Document Recorded 15 -Aug -2006 2006-0041798 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $183.70 [ x ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ XJ ] Unincorporated Area City of unincorporated area of Oroville, FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Alyssa R. Slater, a married woman as her sole and separate property hereby GRANT(S) to Forrest Michael Brault, Trustee of the Forrest Michael Brault Revocable Trust, dated 11/17/2003 the following described real property in the City of unincorporated area of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF DATED: August 9, 2006 STATE OF CALIFORNIA COUNTY OF ON (a -,U C4 10, (here insert name and title of the appeared A i �g sSo, A before me, personally personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my nd and official seal. Signature L (Seal) ajkW64--- V— Alyssa R. Slate TERRI GEROY a Commission #1442021 ' n Q Notary Public -California Butte County My Comm. Exp. OCT. 24, 2007 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(06-06) =3 Escrow No.: 06 -108803 -TG Locate No.: CAFNT0958-0958-0001-0000108803 Title No.: 06 -108803 -BEE EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA COUNTY OF BUTTE, STATE OF CALIFORNIA, -AND IS DESCRIBED AS FOLLOWS: A portion of Lot 256, as shown on that certain Map entitled, "Official Map of Oroville-Wyandotte Fruit Lands Unit No. 6", which Map was filed in the Office of the Recorder of the County of Butte, State of California, March 8, 1929 in Book 10 of Maps, at Pages 3A, 4A and 5A, more particularly described as follows: Commencing at a point in the Southerly boundary of said Lot 256, from which the Southeast corner thereof bears North 751 50' East, 107.72 feet; thence North 090 02' West 317.56 feet; thence South 850 00' West 182.59 feet; thence South 200 45' 45" East 381.80 feet to a point in the Southerly boundary of said Lot 256; thence North 580.15' East along said Southerly boundary, a distance of 98.20 feet to the beginning of a curve; thence along said curve whose radius is 225 feet through a central angle of 30 44' an arc distance of 14.66 feet (the long chord of said arc bears North 600 07' East 14.66 feet) to the point of beginning. Assessor Inquiry - Main Asmt: 068-350-031-000 Feepareel: 068-350-031-000 Owner: NORRIS ETHEL MAE (ESTATE OF) Situs Address 246 MOUNTAIN VIEW DR OROVILLE ........................................................................................................................................................................................................................................ I NameAddress NORRIS ETHEL MAE (ESTATE OF) C/O SLATER ALYSSA R EXECUTOR 27 BANDIT LN OROVILLE CA 95965 Status ( Date ... ........ ............._.......................... .. ACTIVE f .............................. Taxability Code ( D,escr 000 f NORMAL OWNERSHIP I TRA ( Base Date 091.001 104/0712005 Creating Doc# f Date 198819999999 f Current Doc# f Date 20051DO40705 106/09/2005 ...................... T.......erm....i..nati..............ng ......D...........oc# ............ - ................ ...... f Date _......... ..... ..........._..................... ...........�........................................... ................. Neighborhood C... Supl Cnt 068 11 Asmt Description ................................. .246 MOUNTAIN VIEW DR .... ..................... Land Use 1 ....... _....... .................... .............. 1 Land Uac 2 ............. ........... _............... ........... .............. ......................................... ........... . ...................... I.............................. Zoning 1 _ ... ... _..... _................... ( Dwell 1 _............. _.._.........._... __......_........................................ ...... ......... . AR ( l ........................ Acres S Ft 11.5................. �.0..... SSN1 .. ............................. (SSN.2 f - Parcel Section f Township f Range :.................................................................................................................................. f I Description . TPZ ( Ag Pres ........... .._........ ............................. Etal f Bonds ........... ............................. .......................................................................... .... ❑ f '-`I f ❑ r I ............... _..... ............................................................................ Multi ... 1910 MH ;Flag 1 f Flag 2 _..........................................,.............................................................. ❑ f ❑ j ❑ j ❑ ........................................................................................................................................................................................................................................ Asmt PP Tax PP `Appeal f Split ❑ f ❑ ❑ f ❑ ................................................................................................................... .b,8................................................................................................................ 6835003100 CONVERTED—09/OB/88 -- Main Notes i Ownership Detail I Ownership History f Exemptions f Mfg Homes ( Attributes Value History Situs ( Sales Ready. MPTS200007/20/200611:59:08AM COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATI(I AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER — .-I _ / ZON BUILDING PERMIT OWNER. 11: 1 I TELEPHONE SQ. FT. OCC. BUILDING VALUATION I ' 1 i . W OWNER'S MAILING ADDRESS I I + `TELEPHONE 1 CONTRACTOR'S NAME ' a CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER l UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ + ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ ,� • ". / , PERMIT Filing Fee 10.00 rJ/PLUMBING / !/' Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000V OR 0 AMP ORLESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License No. 41944 4 /- Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.5, OR ACDNS. (ACC. BLDGS. /x¢sgft NEW CONSTR. U TI.OUT LET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 200501 e AL030 Ex. Occup. OUTLETS (RESID,)RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. INirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F-] The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ©�I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X- / f`� �� , Date Signature of Applicant — Owner ❑ Contractor [j]� Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ r - TOTAL PERMIT FEE $ ,�.. occu CONST*TYPEJ I FLOOD PARCEL I PD ND Is9UEi This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC I PERMIT EXPIRES Date r the applicable provi- resolutions to do fees have been paid. WORKS eipt No r1 rBy.�-�DateTC-D... W.. YELLOW-ASSE330R, PINK -INSPECTOR, GOLDENROD -APPLICANT rR COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT _PERMIT N � ASSES OR AR -CE MBER� Z(,)NINGBUILDING 4. PERMIT OWNER-( TELEPHONE .SQ. FT. OCC.1 BUILDING VALUATION OWN R' AILI G ADD 5 rou� CQ,CT C'S NAME • TELE PH OI�E� tJ+CQfB CONTRACT 'S MAILING ADDRESS Fireplace CONSTRUCTION LEN E UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ tD ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 5-6-D PLUMBING PERMIT Filing Fee 10.00 a 16/ Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF & Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: _ Iq Sri 01An^42 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR 0 AMP ORSLESS 10.00 Main service EA. ADD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de la under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full nforce and effect. License No. D S,5 [7 �_ Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ad` OR ADONS. ( ACG. BLDGS. / , /20sgit NEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRCUITS2.50ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050Q eALO30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation pennit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said ounty in consequenc of t e granting of this permit. Gn %� Date— / -- 6 / Sign re of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 5 OCCUP. CONST.TYPEJ FLOOD PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R 0 PUBLIC By '- "— PERMIT EXPIR Date the applicable provi- resolutions to do fees have been paid. WORKS Date �a rReceiptNo. -D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT o 69- 356-o 3 / lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit # 06 - 2-7-6,6 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures 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. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface 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 The grade for all driveways shall not exceed 15% without being paved. Grades over 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 (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. (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. Revised 08/24/06 S A F E Is E Q U I R E M E N T S 1273.05 Roadway Turnarounds 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 Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (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. (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. (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. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (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. o (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. Revised 08/24/06 2 1273.11 'Gate*ntrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffi lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet fiom the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (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. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly vis_ble and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that ji-Tisdiction'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 Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch 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 d-iveway 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. v (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (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. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities anc locations specified in the statute and these regulations, in order to attack a wildfire or defend propery from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or -iaturally occurring or man made containment structure, as long as the specified quantity is immediEtely available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable. vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense -from a wildfire. 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. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ ] 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 (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels 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. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Reviscd 03/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to: the property line, whichever is nearer, all flammable vegetation or other combustible growth. This sutdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure 0 (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative grow6. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or strt: ture. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in o v compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to ins -all residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if spri_-iklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Rcvised 08/24/06 704A.1.2 Roof coverings I , Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length -of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic ,area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.htmI OCT 0 2 2006 Date Revised 08/24/06 6 Darren Read Fire Protection Planning 1 TABLE OF CONTENTS TOC --------------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 Project Address........ 246 MT. VIEW DR. ******* --------------------- OROVILLE CA. *v7.20* 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 v7.20 for 2005 Standards by Enercomp, Inc. --------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -TOC User#-MP2246 User -Barry Rubanoff Run-BROULT ----------------------------------------------------------------------- ------ TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................. 7 FORM WS -5R ................ 11 HVAC SIZING ............... 12 0 16 2� BUTTE COUNTY BUILDING DIVISION .. _ APPROVE® CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 ----------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 Project Address........ 246 MT. VIEW DR. ******* --------------------- OROVILLE CA. *v7.20* 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 v7.20 for 2005 Standards by Enercomp, Inc. ------------------------------------------ MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------=------ ---------------------------- ---------------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kTDV/sf-yr) ----------------------- Design ---------- Design ---------- Margin = ---------- _ _ - Space Heating.......... 3.7.47 42.87 -5.40 = = Space Cooling.......... 42.99 40.75 2.24 = Water Heatin 27.99 24.40. 3.59 = - = -------- Total 108.45 -------- 108.02 -------- - 0.43 = _ *** Building ----------------------------------------------------------------= ----------------------------------------------------------------- complies with Computer Performance GENERAL INFORMATION HERS Verification.......... Not Required Conditioned Floor Area..... 1285 sf Building Type .............. Single Family Detached Construction Type New 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.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 12328 cf 0 sf 27 % of floor area 0.36 Btu/hr-sf-F 0.34 9.6 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ------------------------------------------------------ Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 -------- ----------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11805 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------------- 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 -------------- ----- ------ ----- ----- ------------- ----- ------- ---------- Residence 1285 12328 1.00 4.0 Yes Setback 2.0 Standard No. OPAQUE SURFACES FENESTRATION SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Type Reference Comments ------------ 1 Wall ----- Wood ---- 290 ----- 0.074 ----- 19 ----- 0 --- 90 ---- 90 --- Yes --------- -------------- IV.9 A5 2 Wall Wood 217 0.074 19 0 180 90 Yes IV.9 A5 3 Wall Wood 248 0.074 19 0 270 90 Yes IV.9 A5 4 Wall Wood 284 0.074 19 0 0 90 Yes IV.9 A5 5 Roof Wood 1267 0.025 38 0 90 12 Yes IV.1 A18 6 Roof Wood 1285 0.049 19 0 n/a 0 No IV.1 A4 FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ 1 Wind Front (E) ----- 12.0 ----- 0.350 ----- 0.330 --- 90 ---- 90 -------- Standard ------------------------ F1/Vinyl/Operable Low E2 2 Wind Front (E) 12.0 0.350 0.330 90 90 Standard F2/Vinyl/Operable Low E2 3 Wind Front (E) 12.0 0.350 0.330 90 90 Standard F3/Vinyl/Operable LowE2 4 Door Front (E) 20.0 0.350 0.330 90 90 Standard F4/Vinyl/Patio Door Low 5 Wind Front (E) 6.0 0.350 0.330 90 90 Standard F5/Vinyl/Operable Low E2 6 Wind Left (S) 9.0 0.350 0.330 180 90 Standard L1/Vinyl/Operable Low E2 7 Wind Left (S) 13.0 0.330 0.350 180 90 Standard L2/Vinyl/Fixed Low E2 8 Wind Left (S) 40.0 0.350 0.330 180 90 Standard L3/Vinyl/Operable Low E2 9 Wind Left (S) 13.0 0.330 0.350 180 90 Standard L4/Vinyl/Fixed Low E2 10 Wind Left (S) 20.0 0.330 0.350 180 90 Standard L5/Vinyl/Fixed Low.E2 11 Wind Left (S) 20.0 0.350 0.330 180 90 Standard L6/Vinyl/Operable Low E2 12 Wind Back (W) 20.0 0.350 0.330 270 90 Standard B1/Vinyl/Operable Low E2 13 Wind Back (W) 20.0 0.350 0.330 270 90 Standard B2/Vinyl/Operable Low E2 14 Wind Back (W) 24.0 0.350 0.330 270 90 Standard B3/Vinyl/Operable Low E2 15 Door Back (W) 40.0 0.350 0.330 270 90 Standard B4/Vinyl/Patio Door Low 16 Wind Right (N) 4.0 0.330 0.350 0 90 Standard Rl/Vinyl/Fixed Low E2 17 Door Right (N) 20.0 0.350 0.330 0 90 Standard R2/Vinyl/Patio Door Low 18 Wind Right (N) 12.0 0.350 0.330 0 90 Standard R3/Vinyl/Operable Low E2 19 Wind Right (N) 12.0 0.350 0.330 0 90 Standard R4/Vinyl/Operable Low E2 20 Skyl Front (E) 8.0 0.450 0.350 90 12 None SKY1/Vinyl/Wood Skylight CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 ----------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 ------------------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------------- FENESTRATION SURFACES HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum Exterior of Minimum Refrig Charge Adequate Area U- Type Act Shade Airflow Draw Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ 21 Skyl Front (E) ----- 8.0 ----- 0.450 ----- 0.350 --- 90 ------------ 12 None ------------------------ SKY2/Vinyl/Wood Skylight 22 Skyl Front (E) 1.8 1.260 0.730 90 12 None SKY3/Metal Skylight OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface (sf) Width Height Depth Height Extension Extension ----------- 1 Window ----- ----- 12.0 3.0 ------ 4.0 ----- 3.0 ------ --------- 0 n/a --------- n/a 2 Window 12.0 3.0 4.0 3.0 0 n/a n/a 3 Window 12.0 3.0 4.0 3.0 0 n/a n/a- 4 Door 20.0 3.0 6.67 3.0 0 n/a n/a 5 Window 6.0 2.0 3.0 3.0 0 n/a n/a. 6 Window 9.0 3.0 3.0 4.0 1.0 n/a n/a 7 Window 13.0 2.0 6.67 4.0 1.0 n/a n/a 8 Window 40.0 -6.0 6.67 4.0 1.0 n/a n/a 9 Window 13.0 2.0 6.67 4.0 1.0 n/a n/a 10 Window 20.0 10.0 2.0 4.0 0.25 n/a n/a 11 Window 20.0 4.0 5.0 4.0 1.0 n/a n/a 12 Window 20.0 4.0 5.0 3.0 0 n/a n/a 13 Window 20.0 4.0 5.0 3.0 0 n/a ri/a 14 Window 24.0 6.0 4.0 3.0 0 n/a n/a 15'Door 40.0 6.0 6.67 3.0 0 n/a n/a 17 Door 20.0 3.0 6.67 8.0 1.0 n/a. n/a 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 ------------ Furnace ------- 1 ----------- ----- ------------- 0.800 AFUE n/a n/a -------- n/a -------- n/a -------- n/a ACPackage 1 13.00 SEER No No No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------------- HVAC SIZING DUCT SYSTEMS Verified Verified Verified Total Sensible Design Maximum Surface Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ------------- Furnace -------------------- 27378 n/a ---------- n/a ---------- n/a ACPackage n/a 25774 31104 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 WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R -value ---------------- -------- ------------------- -------------- ---- = - ---------- 1 Instantaneous Gas Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light -------------------------------------------------------------------- 1 Instantan 0.76 n/a n/a R- n/a 500 Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts ------------- Furnace ----------- Crawlspace -------------- R=4.2 No -------- No --------- No ACPackage Crawlspace 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 ---------------- -------- ------------------- -------------- ---- = - ---------- 1 Instantaneous Gas Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light -------------------------------------------------------------------- 1 Instantan 0.76 n/a n/a R- n/a 500 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 ------------------------------------------------------------ Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 ------------------------------------------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT -----------------------------------------------------------------------------.-- 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 Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. This building incorporates a non-standard Water Heating System. REMARKS CERTIFICATE OF COMPLIANCE:$RESIDENTIAL COMPUTER METHOD CF -1R Page 6 ------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 ---------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM CF -1R ------------ User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications' needed to comply with Title -24, Parts l 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 Name.... FORREST BROULT Name.... Company. OWNER/BUILDER Company. Address. Address. Phone... 530/S31-5877/ Phone... License. Signed.. �J �LS°igned.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) DOCUMENTATION AUTHOR BARRY RUBANOFF Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 -/ -16 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 7 ---------------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 Project Address........ 246 MT. VIEW DR. ******* --------------------- OROVILLE CA. *v7.20* 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 v7.20 for 2005 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff ------------------------------------------------------------------------------- Run-BROULT 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. 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 manufacturer's 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(g): Vapor barriers mandatory in Climate Zones 14,16 only -I...,,- 150(1): Slab edge insulation - water absorption rate for the e`= insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch kz2L/ 118: Insulation specified or installed meets insulation quality 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 8 --------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT 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 De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission $n 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA �JV 150(i): 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 'fir✓ 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 insulated 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, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 9 Project Title.......... FORREST BROULT. Date..09/15/06 10.17.41 ------------------------------------------------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT 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 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(1): Cool Roof material meets specified criteria rZON RESIDENTIAL LIGHTING MEASURES n 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 and have an output frequency no less than 20 kHz De- En- sign- force er ment 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(1): Cool Roof material meets specified criteria rZON RESIDENTIAL LIGHTING MEASURES n 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 and have an output frequency no less than 20 kHz De- En- sign- force er ment .-C MANDATORY MEASURES -----------------------------------------------=------------------------------- CHECKLIST: RESIDENTIAL MF -1R Page 10 ------------------------------------------------------------------------------- Project Title.......... FORREST BROULT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..09/15/06 10:17:41 150 (k) only lumi --be h as de_L_e.rminea in -pec. lsu �c1 0= permanently insLallea=lumi in kitchens -mayybe in luminaires that are not=high=efficacy (,luminaires, provided that these luminaires are controlaed (,luminaires, h-igh----;� efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, .garages, laundry rooms, uti ity rooms shall e 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 featuresor other Article 680 locations) ,OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-BROULT 1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain high efficacy lamps as outlined in Table 150-C, nacres 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 iri 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) RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS-5R Page 11 Project'Title.......... FORREST BROULT Date..09/15/06 10:17:41 ------------------------- ---------------------------------- -------------------- ---------------- MICROPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program-FORM MF-1R User#-MP2246 User -Barry Rubanoff Run-BROULT ------------------------------------------------------------------------------- At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. KITCHEN LIGHTING SCHEDULE ------------------------- High High Efficacy Efficacy Other Luminaire Type (Yes/No) Watts Quantity Watts Watts --------------- -------- ------- -------- -------- -------- x = or x = or x = or x = or x = or Total A= B= Complies if A >= B Yes No Rules for Determining Residential Kitchen Luminaire Wattage Screw Base Sockets - Section 130(c) 1 (Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory-installed.label (luminaire wattage is not based on type or wattage of lamp that is used). Permanently or Remotely Installed Ballasts - Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturers catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. Volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current limiter, the higher of - The wattage (or VA) rating of an approved integral current limiter contr olling the track system or - 15 watts per.linear foot of the track; or 3. For tracks without an integral current limiter, the higher of - 45 watts per linear foot of the track or The total wattage of all of the luminaires included in the system. Low Voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c) 1-4) The maximum rated wattage, or operating input wattage of the system, listed on a permanent factory installed label, or published in manufacturer's catalogs, based on independent testing lab reports. HVAC SIZING HVAC Page 12 -------------------------------------------------- Project Title.......... FORREST BROULT Date..09/15/06 10:17:41 Project Address........ 246 MT. VIEW DR. ******* -----------------=--- OROVILLE CA. *v7.20* 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 v7.20 for 2005 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICI2OPAS7 v7.20 File-BROULT Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-BROULT -------------------------------------------------------------------_------.------ GENERAL INFORMATION ------------------- Floor Area ................. Volume .................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1285 sf 12328 cf Front Facing 90 deg (E)' OROVILLE RS 39.5 degrees 25 F 70 F 102 F 75 .F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description --------------------------------- (Btu/hr) ----------- (Btu/hr) -=--------- Opaque Conduction and Solar...... 10673 7123 Glazing Conduction and Solar..... 5563 8521 Infiltration ..................... 5538 2116 Internal Gain .................... n/a 2520 Ducts ............................ 5604 5494 Sensible Load .................... ----------- 27378 ----------- 25774 Latent Load ...................... n/a 5330 Minimum Total Load ----------- 27378 7 ---------- 31104 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. JOB: Broult Forrest M10 LOcariON: 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. BUTTE COUNTY BUILDING DIVISION APPROVE® TRUSSES REQUIRE EXTREME CARE IN HANDLING :,� s. W, Fes; 4 " a` �� } 7N � vt ,r � L n� i.,e* 7v. r� �'� N:.. �.✓M[,x% yi Vy, ;� �i�tiw-� �" �'L'.'W.�.; ��' :F ►:'. �� �4 ,,,.. �� k'.^fl.Y.$'At � �`Se14:� Y +�� This Image was created with `D® • �8. 3.r TIMBER a t PRODUCTS ® INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 wt MiTei BUTTE COUNTY BUILDING DIVISION APPROVED .....��,► TRUSS SCHEDULE Tails Pro ect: BROULT =County:BUTTE Contractor: Endeavor Homes Date: September 20, 2006 Roof: COMP Plan: Snow: o Drawn B : Mw Tail Cut: Plumb Description .-DROP TOP MODIFIED SCISSOR. Pro ect: BROULT =County:BUTTE Contractor: Endeavor Homes Date: September 20, 2006 Roof: COMP Plan: Snow: o Drawn B : Mw Tail Cut: Plumb , I Mil 11 11 - m coil 11 11 9 1 Al N 9 NW o� d d s lr O b - a . 3 b N • �r - 7L r � MiTek POWER TO PERFORM., Re: Broult_Forrest 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 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: R22806065 thru R22806071 My license renewal date for the state of California is March 31, 2007. Tingey, Palmer September 18,2006 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 Truss Truss Type Qty ply 00 BROULT FORREST A SCISSOR q 1 822806065 GRIP TCLL 16.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.36 9-10 >944 240' Job Reference o tiDnal a.2uu S JUI 73 2uu5 MITek Industries, Inc. Man Sep 18 08:42:43 2006 Page 1 -3-0-0 7-7-7 143-0 20-10-9 28-6-0 31-0-0 3-0-0 7-7-7 6-7-9 6-7-9 7-7-7 3-" Scale = 1:56.8 4x5 = 5.00 52 7-7-7 143-0 2x10-9 28-6-0 7-7-7 6-7-9 6-7-9 7-7-7 Design valid for use only with MTm ek connectors. This design Is based only upon parameters shown, and is for an individual building component. Plate Offsets (X,Y): f3:0-2-8.0-3-01.[5:0-2-8,0-3-01 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.36 9-10 >944 240' MT20 220/195 TCDL 10.0 ' Lumber Increase 1.15 BC 0.73 Vert(TL) -0.83 9-10 >403 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.55 6 n/a n/a BCDL 10.01 Code UBC/ANS195 (Matrix) Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 2-9-7 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=1177/0-5-8.6=1177/0-5-8 Max Horz2=-115(load case 6) Coo Masi Uplift2=148(load case 5), 6=-148(load case 6) LU FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-3=-4194/31, 3-4=-3116/0, 4-5=3116/0, 5-6=-4194/0, 6-7=0/57 BOT CHORD 2-10=28/3889,9-10=-39/3890,8-9=013890,6-8=0/3889 WEBS 3-10=0/276, 3-9=1025/166, 4-9=0/1985, 5-9=-1025/184, 5-8=0/276 NOTES Uj �s CL 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 - �j 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. ma Y 4) Bearing at joint(s) 2, 6 considers parallel to grain value using•ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 00 LOAD CASE(S) Standard �Oq,0FESS/pN�` S. TANG, Fy QP F� m C 046433 T. *\ f_'_.X-3 07 /*, September 18,2006 A , WARATNO - V-(& d.Mg. Parameters and READ NOTES ON TNTS AND INCL=ZD AUTER' REFERENCE PADS AW 7473 BEFORE USE. �• Design valid for use only with MTm ek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the R At��� responsibBlity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 'v' fabrication, quality control, storage, delivery, erection and bracing, Consult ANSI/rPll Quality Criteria, DSB-89 and SCS11 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 374' *Center plate on joint unless dimensions indicate otherwise. Dimensions are inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. $ 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane u Oat hC6 joint locations. �+U U 4. Unless otherwise noted, locate chord splices a at '/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 G 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 B. 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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. R MiTeV 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss I ruSS Type ty y 0O BROULT_FORREST Al SCISSOR 7 1 822808066 9-10 >944 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 Job Reference (optional) ...mow o — ,.. mow, .— o. n ..... n.. niae any .o vo.wc..w muo rage r -3-0-0 i 7-7-7 14-3-0 20-10.9 26.6.0 31-6-0 3-0-0 7-7-7 B-7-9 B-7-9 7-7-7 3-0-0 Scale = 1:56.8 4x5 = 5.00 12 4 7-7-7 14$0 20-10.9 28-6-0 7-7-7 6-7-9 6-7-9 7-7-7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.36 9-10 >944 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.83 9-10 >403 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.55 6 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 1141b LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 2-9-7 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 5 REACTIONS (Ib/size) 2=1177/0-5-8,6=1177/0-5-8 Max Horz2=115(load case 5) Max Uplifl2=148(load case 5), 6=-148(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-3=-4194/31, 3-4=-3116/0, 4-5=-3116/0, 5-6=-4194/0, 6-7=0/57 BOT CHORD 2-10=28/3889, 9-10=-39/3890, 8-9=0/3890, 6-8=0/3889 WEBS 3-10=0/276, 3-9=1025/166, 4-9=0/1985, 5-9=-1025/184, 5-8=0/276 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 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. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. LOAD CASE(S) Standard yQ`�P\�ER S. Tjyc�Fy LU C 046 3 T * EXP - 7 FOF \ September 18,2006 A WARNING - Ver jfy design pawmetera and READ NOTES ON TWS AND 7NCIAMED MTEX REFERENCE PAGE AW -7473 BEFORE USE. _ Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mire k 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 BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onohdo Drive, Madison, WI 53719. 7777 7777 Greenback Lane, Suite 109 Lane,S Heights. CA, t 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 1/g TOP CHORDS other. 1/g ♦- cz ca J5 3. Place plates on each face of truss at each p °4 joint and embed fully. Avoid knots and wane u �, 3 3 O at joint locations. �+ U U 4. Unless otherwise noted, locate chord splices O_ at 14 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ CB C7 c6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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. MiTeV ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MnTek® Holdings, Inc. • j: Job rusS TrussType QtY Ply 00 BROULT_FORREST AGE GABLE 1 1 822806087 20-10-9 FORCES (lb) - Maximum Compression/Maximum Tension 28.6-0 31.6-0 TOP CHORD 1-2=0/56, 2-3=-761/35, 3-4=-643/66, 4-5=-46/825, 5-6=-28/804, 6-7=0/306, 7-8=-14/240, 8-9=0/54 3-0-0 Jo Reference o tional.�.,..,.�..,�_,.,_..._.,__,__ Endeavor Homes. Omvllle. Ca.. Mare Tear 6-7-9 WEBS 4-17=0/283,4-16=-1326/157,5-16=-943/104,16-35=-633/86, 6-35=-479/65,6-13=-308/169 e'""b ______________ _____ - LUMBER BRACING TOP C O H RD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: WEBS 2 X 4 DF Std 10-0-0 cc bracing: 2-17,16-17. OTHERS 2 X 4 DF Std WEBS 1 Row at midpt 4-16 REACTIONS (Ib/size) 2s=551/0-3-8, 8=360/14-3-0, 16=1508/14-3-0, 13=223i14-3-0, 35=-466/14-3-0, 150/14-3-0, 14=23/14-3-0; v..vv rw ,., cvvr mn an u,uuam , ice. iA- 6np r6 06:42:44 2006 rage 1 12=40/14-3-0, 11=-13/14-3-0, 10=95/14-3-0 Max Horz2=113(load case 5) -34)-0 7-7-7 14-3-0 Max Grav2=552(load case 7), 8=374(load case 8), 16=1508(load case 1), 13=310(load case 8), 35=64(load case 5), 15=106(load case 2), 14=25(load case 2), 12=71(load case 2), 11=1(load case 5), 10=176(load case 2) 20-10-9 FORCES (lb) - Maximum Compression/Maximum Tension 28.6-0 31.6-0 TOP CHORD 1-2=0/56, 2-3=-761/35, 3-4=-643/66, 4-5=-46/825, 5-6=-28/804, 6-7=0/306, 7-8=-14/240, 8-9=0/54 3-0-0 7-7-7 6-7-9 10-11=-239/40, 8-10=-239/46 6-7-9 WEBS 4-17=0/283,4-16=-1326/157,5-16=-943/104,16-35=-633/86, 6-35=-479/65,6-13=-308/169 7-7-7 3.0.0 NOTES Scale = 1:56.8 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 4xl2.= 5.00 12 3x4 3x4 J 3x4 5 3x4 3x4 3x4 4x10 \\ 3x4 3x4 3x4 4x10 // g 3x4 4 6 3x4 3 7 3x4 3x4 16 3x4 5x8 = 14 2 17 13 8 .. �1 12.11 4x6 II I$ 3x4 3.00 F12 s 4x8 11 3x4 zz 7-7-7 14-3-0 20-10.9 28.6-0 7-7-7 6-7-9 6.7-9 7_7-7 Plate Offsets (X,Y): [2:0-2-8,0-0-13], [2:0-4-11,1-7-61, [4:0-2-0,0-0-12], [8:0-6-0,0-2-11], [8:0-7-13,Edge], [10:0-2-0,0-0-121, [18:0-2-0,0-0-12], [25:0-2-0,0-0-12], [25:0-1-8,0-0-12], [42:0-1-8.0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.06 2-17 >999 240 MT20 220/195 TCDL 10.0. Lumber Increase 1.15 BC 0.27 Vert(TL) -0.14 2-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 171 lb LUMBER BRACING TOP C O H RD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: WEBS 2 X 4 DF Std 10-0-0 cc bracing: 2-17,16-17. OTHERS 2 X 4 DF Std WEBS 1 Row at midpt 4-16 REACTIONS (Ib/size) 2s=551/0-3-8, 8=360/14-3-0, 16=1508/14-3-0, 13=223i14-3-0, 35=-466/14-3-0, 150/14-3-0, 14=23/14-3-0; 12=40/14-3-0, 11=-13/14-3-0, 10=95/14-3-0 Max Horz2=113(load case 5) Max Uplifl2=151(load case 5), 8=-189(load case 6), 16=-90(load case 5), 13=166(load case 6), 35=-476(load case 7), 11=17(load case 2) ,1 Max Grav2=552(load case 7), 8=374(load case 8), 16=1508(load case 1), 13=310(load case 8), 35=64(load case 5), 15=106(load case 2), 14=25(load case 2), 12=71(load case 2), 11=1(load case 5), 10=176(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension a TOP CHORD 1-2=0/56, 2-3=-761/35, 3-4=-643/66, 4-5=-46/825, 5-6=-28/804, 6-7=0/306, 7-8=-14/240, 8-9=0/54 BOT CHORD 2-17=65/666, 16-17=-66/667, 15-16=-233/48, 14-15=-232/45, 13-14=230/41, 12-13=-233/40, 11-12=-230/43, a CL 10-11=-239/40, 8-10=-239/46 WEBS 4-17=0/283,4-16=-1326/157,5-16=-943/104,16-35=-633/86, 6-35=-479/65,6-13=-308/169 M NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCD1.=6.0psf, 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. 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 ANSUTPI 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. 7) Bearing atjoint(s) 2, 8, 16, 13, 15, 14, 12, 11, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard September 18,2006 A WARNING' 4-1%9 design Par'arnetars and READ NOTES ON TNIB AND INCLUDED AUTER REFERENCE PAGE MU -7473 BEFORE DBE, � Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown A'��� 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 SCSII Building Component .-W. 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 1/ .� �8 9 C2 C3 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane Nc�J , O V at joint locations. y1U U 4. Unless otherwise noted, locate chord splices CL CL at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge ii 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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 o 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 russtoss ype y Oo BROULT_FORREST B GABLE 1 1 822806068 FnAnavnr Nmm�" n.nwn" r u".,� rte. CSI DEFL in (loc) I/defl Ud _ Job Reference (optional) ___ <uuo rage r -3-0-0 i 5-11-8 11-5-12 17-0-0 1 22-0-1 27-8-1 1 34-0-0 37.0-0 3-041 5-11-0 5.6-4 5.64 5-4-1 54.1 6.3-15 3-" Scale = 1:67.0 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 4x10 II 5.00 12 3x4 % 6 $x4 -- 10x12 344 --fh— 3x4 'zz' 10x12 3x4 3x4 � 3x4 i 3x4 O 5 5x10 \\ /5 3x4 i 4 3x4 3 i 4x8 II 18 17 1615 3x4 = 5x5 = 14 4x12 s 3.00 F12 3x4 4x14 7 3x4 --3x4 -- 3x4 3x4 8 3x4 9 3x4 13 5x8 = 12 10 3x4 zz dd ax6 II 11Id 3x4 Izz LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No. 1&Btr WEBS 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std BRACING TOP CHORD Sheathed or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. REACTIONS (Ib/size) 2=-355/5-11-8, 15=2305/5.11-8, 10=1013/0-5-8, 18=-13/5-11-8, 17=76/5-11-8, 16=-271/5-11-8 Max Horz2=129(load case 5) Max Uplift2=489(load case 8), 10=-177(load case 6), 18=13(load rase 1), 16=-372(load case 2) Max Grav15=2305(load case 1), 10=1013(load case 1), 18=54(foad case 5), 17=97(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-3=0/1945, 3-4=-709/89, 4-5=-686/109, 5-6=-574/121, 6-7=-2118/0, 7-8=3196/0, 8-9=-3218/0, 9-10=3506/73, 10-11=0/57 BOT CHORD 2-18=1747/4, 17-18=-1747/4, 16-17=-1747/4, 15-16=-1746/5, 14-15=1918/12, 13-14=0/968, 12-13=0/2571, 10-12=0/3261 WEBS 3.15=-1497/89, 3-14=0/2416, 5-14=-228/136, 6-14=-733/0, 6-13=0/1595, 7-13=-646/176, 7-12=0/733, 9-12=-220/136 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) 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. 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. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity o, bearing surface. LOAD CASE(S) Standard 111r OQ?,pFESS/pN� S. rj%Fti X C OA6433 *\ W.A41-97 /*, September 18,2006 A WARMNO - Ver ft design pamrnetere and READ NOTES ON Tffi8 AND INCLUDED MITER REFERENCE PAGE MU -7473 EEPORE USS. �� Design valid for use only with MiTek 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 responsibility of building designer- not truss designer. Bracing shown �� 'a for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsbllity, of the 'V' 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 BCSI1 Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback lane, Suite 109 Citrus Heights, CA, 95610 5-11.8 12-10-0 19-9-0 26-0-9 34-0-0 5-11.8 6.10-12 6.10.12 6-7-9 7-7.7 Plate Offsets (X,Y): [2:0-3-8,Edge], [2:0-3-13,Edge], [5:0-6-0,0-6-8], [6:0-6-12,Edge], [7:0-6-0,0-6-8], [10:0-4-15,1-8-2], [10:0-5-12,0-0-5], [13:0-0-7,0-2-12], [24:0-1-8,0-0-12], [27:0-1-8,0-0-121 [30:0-1-8.0-0-121, [34:0-2-0.0-0-0], [52:0-1-11.0-0-12]. [54:0-1-12.0-0-8], [60:0-2-0.0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.17 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.61 Vert(TL) -0.40 12-13 >829 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 245 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No. 1&Btr WEBS 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std BRACING TOP CHORD Sheathed or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. REACTIONS (Ib/size) 2=-355/5-11-8, 15=2305/5.11-8, 10=1013/0-5-8, 18=-13/5-11-8, 17=76/5-11-8, 16=-271/5-11-8 Max Horz2=129(load case 5) Max Uplift2=489(load case 8), 10=-177(load case 6), 18=13(load rase 1), 16=-372(load case 2) Max Grav15=2305(load case 1), 10=1013(load case 1), 18=54(foad case 5), 17=97(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/59, 2-3=0/1945, 3-4=-709/89, 4-5=-686/109, 5-6=-574/121, 6-7=-2118/0, 7-8=3196/0, 8-9=-3218/0, 9-10=3506/73, 10-11=0/57 BOT CHORD 2-18=1747/4, 17-18=-1747/4, 16-17=-1747/4, 15-16=-1746/5, 14-15=1918/12, 13-14=0/968, 12-13=0/2571, 10-12=0/3261 WEBS 3.15=-1497/89, 3-14=0/2416, 5-14=-228/136, 6-14=-733/0, 6-13=0/1595, 7-13=-646/176, 7-12=0/733, 9-12=-220/136 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) 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. 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. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity o, bearing surface. LOAD CASE(S) Standard 111r OQ?,pFESS/pN� S. rj%Fti X C OA6433 *\ W.A41-97 /*, September 18,2006 A WARMNO - Ver ft design pamrnetere and READ NOTES ON Tffi8 AND INCLUDED MITER REFERENCE PAGE MU -7473 EEPORE USS. �� Design valid for use only with MiTek 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 responsibility of building designer- not truss designer. Bracing shown �� 'a for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsbllity, of the 'V' 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 BCSI1 Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property " Damage or Personal Injury 14-1 3 *Center plate on joint unless �4 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 1. ��g TOP CHORDS other. ��.♦ � g c2 c3 J5 3. Place plates on each face of truss at each p cq joint and embed fully. Avoid knots and wane FJ �, , 3 O at joint locations. �+ U �,y U U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ c8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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. MITW ® 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 BROULT_FORREST B1 SCISSOR g 1 822806069 P.--, u..,.,va .—r Vert(LL) -0.52 12 >775 240 Job Reference (optional) �1 s dm rs zuuo mn eK industries. Inc. mon Sep 16 08:42:46 2006 Page 1 -3-0.0 i 6315 11-7-15 1 17.0-0 22-0-1 27-8-1 1 34-0-0 37.0.0 3-0-0 6315 5-0-1 5-0-1 5-0-1 54-1 6.3-15 3-0-0 Scale =1:65.9 4x5.11 5.00 12 6-3.15 11-7-15 17-0-0 22-0-1 27$1 34-0-0 6315 5-0-1 54-1 5-0-1 5-4-1 6315 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.52 12 >775 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -1.19 12-13 >338 180 MT18H 220/195 BCLL . 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.81 8 n/a n/a BCDL ,10.0 Code UBC/ANS195 (Matrix) Weight: 146 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr BOT CHORD 2 X 4 DF No.1 &Btr WEBS 2 X 4 DF Std 'Except* 5-12 2 X 4 DF No.1&BV REACTIONS (lb/size)" 2=1375/0-5-8, 8=1375/0-5-8 Max Horz 2=1 31 (load case 5) Max Uplif12=155(load case 5), 8=-155(load case 6) BRACING TOP CHORD Sheathed or 2-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-3=-5250171, 3-4=-4696!73, 4-5=-3693/0, 5-6=3693/0, 6-7=4696/0, 7-8=-5250/0, 8-9=0/57 BOT CHORD 2-14=88/4874, 13-14=101/4885, 12-13=30/4435, 11-12=0/4435, 10-11=0/4885, 8-10=0/4874 WEBS 3-14=0/198, 3-13=-484770, 4-13=0/329, 4-12=977/176, 5-12=0/2514, 6-12=-977/181, 611=0/329, 7-11=-484/92, 7-10=0/198 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 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. 4) All plates are MT20 plates unless otherwise indicated. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard �oQRpFESS/pN�` ER S Titin Fy � C OA433 � September 18,2006 A WARMMT - Ver j/}r design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 SEPORE USE. � Design valid for use only with Mitek connectors. This design is based only upon paromelers shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mire k• 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 BCSI1 Building Component Safety Information available from Trus Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 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 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. t/$ ♦ �— C2 C3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0at u LcNi joint locations. �+U U4. Unless otherwise noted, locate chord splices a at % panel length (± 6'from adjacent joint.) For 4 x 2 orientation, locate C8 C7 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl 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 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, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MrTek® Holdings, Inc. Job Truss Truss Type Qty Ply 00 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 822806070 BROULT_FORREST B2 SCISSOR '1 1 1 TCDL 10.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.95 Job Reference (optional) or nomas, OrOVnle, Ca., Marc Teel 6.200 s Jul 13 2005 Walk Industries, Inc. Mon Sep 18 08:42:46 2006 Page 1 -3-0-0 6-3-15 11-7-15 17.0-0 22-0-1 27-8-1 34-0-0 37-0-0 3-041 6-3-15 54-1 541 5-4-1 S41 6-3-15 3-0-0 Scale = 1:65.9 4x5 = 5.00 12 6-3-15 11-7-15 17-0-0 22-0-1 27-8-1 34-0-0 6315 541 541 5-0-1 541 6-3-15 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.47 12 >853 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.95 12 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.64 8 n/a n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr TOP CHORD BOT CHORD 2 X 4 DF No.18Btr BOT CHORD WEBS 2 X 4 OF Std JOINTS REACTIONS (Ib/size) 2=1271/0-3-8,8=1271/0-3-8 Max Horz2=130(load case 5) Max Uplift2=216(load case 5), 8=-216(load case 6) Sheathed or 2-6-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 12,15 S �0 ��eyy IS FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-4784/425, 3-4=-4102/461, 4-5=-2212/234, 5-6=-2212/247, 6-7=-4102/268, 7-8=-4784/252, 8-9=0/56 BOT CHORD 2-14=-422/4441, 13-14=-433/4446, 12-13=-250/2030, 11-12=-89/2030, 10-11=-136/4446, 8-10=-125/4441 WEBS 3-14=0/227, 3-113=-6111/33,4-113=211/698, 4-112=11795/284,5-112=109/11372, 6-12=-1795/212, 6-11=0/698, 7-11=611/54, 7-10=0/227,13-15=-137/1802.11-15=-137/1802,12-15=105/8 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 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. 4) Bearing at joint(s) 2, 8 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard oQµOFESS/0 S. t�Nc�Fy� 4P F� m � C 046433 TM i *\ I��>o7 /*. 18,2006 A WARNING - V eh dealgn parmmet. and READ NOTES ON TMS AND INCLUDED MITES REFRa i%iCE PAGE MU 7473 BEFORE USE. �1 Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibifily of building designer- not truss designer. Bracing shown 's 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 responsibly of the building designer. For general guidance regarding .MITA 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'Onohto Drive, Madison, W 53719. 7777 7777 Greenback Lane, Suite 109 Lane.S CitruI Heights, CA, Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3�4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the _� plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/ .♦ 4 g C2 C3hC6 3. Place plates on each face of truss at each _ o joint and embed fully. Avoid knots and wane O _,30at joint locations. O U = 4. Unless otherwise noted, locate chord splices a 0- at '/4 panel length (± 6'from adjacent joint.) • For 4 x 2 orientation, locate Ce C70 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber 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 ff. 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 O 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITek® Holdings, Inc. Job Truss Truss Type Qty ply 00 6-3-15 5-4-1 5.4-1 5.4-1 5-4.1 6-3-15 Plate Offsets (X,Y): [2:1-2-6,0-0-2], [2:0-5-14,0-0-6), [5:0-6-0,0-6-8], [7:0-6-0,0-6-8], 822806071 BROULT FORREST 83 GABLE 1 1 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 Job Reference (Optional) .1— m—e any ,o .——, cuuo rage f f 3-" 6-3-15 11-7-15 17.0.0 1 2241 27-8.1 34-0-0 37-0-0 3-0-0 6.3-15 5-4-1 5.4-1 5-4-1 5-4-1 6-3-15 3-0-0 Scale = 1:67.0 4x12 = NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. S.Oo 12 % 3x4 % 3x4 10x12 3x4 t,;6 _ , 4x10 % axa 410 LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std REACTIONS (Ib/size) 2=1270/0-5-8, 10=1270/0-5-8 Max Horz2=128(load case 5) Max Uplift2=219(load case 5), 10=-219(load case 6) BRACING TOP CHORD Sheathed or 3-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15, 55 1^ FORCES (lb) = Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-3=-4883/426, 3-4=-4338/464, 4-5=4299/479, 5.6=-2227/237, 6-7=-2232/250, 7-8=-4300/278, 8-9=-4338/264, 9-10=-4883/263, 10-11=0/57 BOT CHORD 2-18=-428/4548, 17-18=430/4542, 16-17=-421/4559, 15-16=269/2133, 14-15=-112/2133, 13-14=-132/4559, 12-13=-141/4542, 10-12=139/4548 WEBS 3-18=0/213, 3-16=-510/8, 5-16=-12/693, 5-15=-2010/300, 6-15=-110/1373, 7-15=-2006/217,7-14=0/693, 9-14=-510/43, 9-12=0/213, 16-55=-141/1940, 14-55=-141/1940, 15-55=111/8 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) 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 ANSIIrPI 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 MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 14-0 oc. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa.- of bearing surface. LOAD CASE(S) Standard September 18,2006 A' WARMM7 - Verb dea(gn P..tkrra and READ NOTES ON TN7S AND INCLUDED WTER REFERENCE PAGE MU --7473 BEFORE USE. MR' valid for use only with MTek connectors. This design is based only upon parameters shown, and 8 for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mirek• is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permanent bracing of the overall structure is the responsibUiy of the building designer. For general guidance regarding .ovr,.e rv.rowr.• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Suite 109 S Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Citrus Heights, CA, Lane, 10S 6-3-15 11-7-15 17.0.0 22-4-1 2748-1 34-0-0 6-3-15 5-4-1 5.4-1 5.4-1 5-4.1 6-3-15 Plate Offsets (X,Y): [2:1-2-6,0-0-2], [2:0-5-14,0-0-6), [5:0-6-0,0-6-8], [7:0-6-0,0-6-8], [10:0-5-14,0-0-6), [10:1-2-6,0-0-2], [14:0-0-4.0-2-0],115:0-6-0,0-7-1], [16:0-0-5,0-2-0], [19:0-2-0 .0-0-121, [23:0-4-0,0-0-121 [30:0-1-8.0-0-121, [33:0-1-8.0-0-121, [40:0-2-6,0-0-121, [44:0-1-8,0-0-121,153:0-2-0.0-0-121 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.40 16 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.81 16-18 >496 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.57 10 We n/a BCDL 10.0 Code UBC/ANSI95 (Matrix) Weight: 233 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std REACTIONS (Ib/size) 2=1270/0-5-8, 10=1270/0-5-8 Max Horz2=128(load case 5) Max Uplift2=219(load case 5), 10=-219(load case 6) BRACING TOP CHORD Sheathed or 3-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15, 55 1^ FORCES (lb) = Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57, 2-3=-4883/426, 3-4=-4338/464, 4-5=4299/479, 5.6=-2227/237, 6-7=-2232/250, 7-8=-4300/278, 8-9=-4338/264, 9-10=-4883/263, 10-11=0/57 BOT CHORD 2-18=-428/4548, 17-18=430/4542, 16-17=-421/4559, 15-16=269/2133, 14-15=-112/2133, 13-14=-132/4559, 12-13=-141/4542, 10-12=139/4548 WEBS 3-18=0/213, 3-16=-510/8, 5-16=-12/693, 5-15=-2010/300, 6-15=-110/1373, 7-15=-2006/217,7-14=0/693, 9-14=-510/43, 9-12=0/213, 16-55=-141/1940, 14-55=-141/1940, 15-55=111/8 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) 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 ANSIIrPI 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 MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 14-0 oc. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa.- of bearing surface. LOAD CASE(S) Standard September 18,2006 A' WARMM7 - Verb dea(gn P..tkrra and READ NOTES ON TN7S AND INCLUDED WTER REFERENCE PAGE MU --7473 BEFORE USE. MR' valid for use only with MTek connectors. This design is based only upon parameters shown, and 8 for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mirek• is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permanent bracing of the overall structure is the responsibUiy of the building designer. For general guidance regarding .ovr,.e rv.rowr.• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Suite 109 S Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Greenback Lane, Citrus Heights, CA, Lane, 10S 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 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 '/e TOP CHORDS other. cs C3 3. Place plates on each face of truss at each p and embed fully. Avoid knots and wane V3 0at LcNJjoint joint locations. �+U U4. Unless otherwise noted, locate chord splices O a at 1A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 C7 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 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 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. MiTekR V\/\] vQd 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 DETAILQROF ' ro I/SAC - 20G 12/16/2005 PAGE 1 OF 2 H CONT 4x4 = *DIAGONAL ORL-BRACING 1 REFER TO TABLE BELOW SEE PAGE 212 FOR —ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) OR 2X3 EACH FACE OR 2-10d TOE -NAILS VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. S N� G19MITek Industries, Inc. HEATHINGWestern Division Y OTHERS . VARIES TO COM 12 TRUSS LOADINgpsf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD OF c� o' FEB 3x5 = 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 3 1/2" �1 1/2" NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL 24" O.C. _TYP _ END "'�n WALL IGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0112 - OVER 8'-611 1 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 24 INCH O.C. NOTES v 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 4 4 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'-6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL.ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C, AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 AL WARNING • VeHfy design parameters and READ NOTES ON Tf69 AND Z=LUDED AUTEK REFERENCE PAGE MU -7473 BEFORE VS& 7777 Greenbaa( Lane Q Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design ppaaramenlen and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 9561 Is la lateral support of Inrlvidual web members only. Additional temporary bracing to Insure slablQty during construction Is the responuMly of the erector. Additional permanent bracing of the overall structure b the responsibility of the buoding designer. For general guidance regarding labrfcalbrt qually control, storege. deMery, erection and bracing, consull ANSIfFPII Quality Crltedo, DSB•89 and BCSIT Building Component M iTekQ Safety IntormaHan avollabte hom Truss Plata institute, 583 D'Onoldo Drive, Madison, WI 53719. STANDARD GABLE END DETAIL MII/SAC - 20G 12/16/2005 PAGE 2 OF 2 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d _- (TYP) SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE 6'-3" MAX TO BEARING WALL 45° STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 ST JD OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/ 4-10d NAILS. MAX. NGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL FES U?Mfir NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG: OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. A& WARNING - Ver{ jy design parameter. and READ NOTES ON TJUS AND LYCL 7DED MTER BEFEMENCE PAGE MU -7473 BEFORE OS&. 7777 Greenback Lane �0 Design vaild for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Sults 106 Applicability of design paramenlers and proper 1ncorparaiion of component h responsibility of building designer- not truss designer. Bracing shown Citrus Heights. CA. 8561 is for taleral support of Individualweb member only. Additional temporary bracing to Insure stablily during construction is the responsibl0ly of the ereetw. Addi tonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication quality control storage, delivery, erecllon and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTekit Safety Intorma8on ava4abte from Truss Plate Institute, 583 D'Onoirio Drive, Madison, WI 53719. L i'n -c -s Lec, c 25 Ll I 4 e -7,Z ...... ........ CIL A)lr cs ocAk,-5 cxcc-pqi-- L-A5v-c SLOPa J 3 �f 5P;= F-Jectric. 70,sg .,}cora 3 sue 13 9 7 AM OL5 350 0,31 I.N ;icrc-s .53o S-3) -i->S 7 7 ��Pt6 -1�061S r .� --i" 7;.. . CDF/Butte County Fire All new buildings in SRA are required to have: Fully enclosed noncombustible eaves on entire structure Gutter screens to prevent accumulation of leaves/debris Corrosion resistant, noncombustible, 1/4"maximum opening roof and attic vents 38►.go `. E-x,J}.,.--.,�- %r"4L.h Lints 2-5 2s " ®. P F -17 s ti v 3 B / H �r 317.s G lass v,NNING DIVISION - BUILDING PLAN APPROVAL Use: N Sf_ Date: Parking: Landscaping: Other Signature SLD: i P01 1� 7O vV++ 5}-nr-,r, 5Azz �Itc3 LP xa i buil, c JL The 2001 CBC, CMC, CPC, 2004 _ ,�� �}- ' o-� 12 CEC, and 2005 California Energy j Standards as amended by the jurisdiction apply to this project. V1 LJ ELECTRICAL, PLUMBING, BUTTE COUNTY AND MECHANICAL NOT BUILDING DIVISION A (IN 0,6-68 350 031 PLAN CHECKED APPROVE® • l a c e.S A, 1 � I�di®� � s3o .s.� ).5-13 i 7 /L o I I`�)I tr�.S �G'k3 C1rG,'��.� l..l�Cr� i.� •'C loA VLe- Ce) 5/ EP 4 JP Ho ->e a� Per') i A •E� 317.s G lass v,NNING DIVISION - BUILDING PLAN APPROVAL Use: N Sf_ Date: Parking: Landscaping: Other Signature SLD: i P01 1� 7O vV++ 5}-nr-,r, 5Azz �Itc3 LP xa i buil, c JL The 2001 CBC, CMC, CPC, 2004 _ ,�� �}- ' o-� 12 CEC, and 2005 California Energy j Standards as amended by the jurisdiction apply to this project. V1 LJ ELECTRICAL, PLUMBING, BUTTE COUNTY AND MECHANICAL NOT BUILDING DIVISION A (IN 0,6-68 350 031 PLAN CHECKED APPROVE® • l a c e.S A, 1 � I�di®� � s3o .s.� ).5-13 i 7 /L o I I`�)I tr�.S �G'k3 C1rG,'��.� l..l�Cr� i.� •'C loA VLe- Ce) 5/ Q1��►NDv�l SC�EDuLE ® 2°xZ° FIXED4( O Z° x 3° 5 �JGL-S HUN& ... OG 3° x.3° 51 NIG. LE MW6- . O 3° X. -f 0 51 mae humor 0 4c' x 5 0 DB L, C A5SieQT G Hl' TLL166 I AM►�JAtC-Z GL,.AS5 0 1 °' x 3 " 6P BL -f,:' 5k.`f L.16w r ( ) A X33 G LAss A -r=A } CzO ►C) y, 2-ep --> wl wthow KID-Tes v1 �,3'f-L- LAZ I N1 6 - I nl 5th LATC-D Low - ❑ SGHEL>U.Ie G fuss 2°x a (�� x \/I cJ 1-{ L. 5 LIC= TEHM >ek-ED, Low - E ; 2 ° 6LA*Z.CD , J �G. BUTTE COUNTY S �, l � � � /,2 BUILDING DIVISION APPROVES d��Q J 3 J 2-0 cp �Ful' Typ- .... ... ........ 5 I i I t I F i i { I y lt) % { Q_...,._....__...__._....._..._...,....__.—.. -ism!�2' )tollO L L, -E TYE? 4 i F _ � r 4 XCo �YPIGAL •' & fy 1 1 - DGcc, 4-x b' 6i kq-; PcA--ryip> -�� P►i:�-S 14-x►4x.r,2i� NoT�s E001UNJ DAT, o��?�t p6� JSTS 17t�1Dee. ALL �I.L.S I S UD -STS LLNDSP- ALL- J.- vVALL,4 BUTTE COUNTY BUILDING DIVISION 4 - APPROVE A I NIFOC.a('�X N01_' l7 i i �7 f a �d d4 to �wA I cn z Z m %D 3 VI LO na C<I /i4j V) VI %D 3 ,+"IZI I k rL na rL ,+"IZI I k rL -Ftl (N -1-1 lolltgli 14q I * MM U- - d"ll-DIENA10, i� :-)i n izl-2uns CE IIL N �,D0 U- - d"ll-DIENA10, i� :-)i n izl-2uns � m-A- IIL 7 0 � m-A- Z(D I uw� I MIMIN, m7minm IN IIL 0 Z(D I uw� I MIMIN, m7minm IN °; JC4 v . Id N'01 CRIA"CIONI-Mine ;Q z uine lim NOTES: FLOORS B O rW T - - rq ONE 12" 12' 66" , 1. F0077NCS'TO BE EXCAVATED INTO • tTwo 15• 18' B" 7'- • UNDISTURBED SOIL TO DEPTH 0 FLOORS REFERS TO NUMBER OF 2 ANCHOR BOLTS SHALL HE PER UBC FLOORS PER UBC TABLE 29-A, - SEG 2.407 (Q FOOTNOTE J. r - AO 3 STEM HEIGHT OVER 32• REQUIRES NEB�RtFMGTX f ^ hrn S , ?A J r REINFORCING (SEE STD 12 J) •• ' ,... ` s �'.�. -,'� �- I4y ��` y, _ - _ ' A, 4. SFE UBC SEC 2404 (Q 2 FOR CONCRETE BLOCK 57EM WALL - - - :• _ ` \\ ` t j 1481101 REDWOOD OR JOIST - t.�x's y :' -A` 4 +•�. - P.T. SILL f may;. i f '• ,� C GIRDER18' MIN STEPPED FOOTINGS 6' MIN 191E s J2' MAX . '. 1}�: ter• - - (NOTE J) 12' AIN • r 8' r .. - - 4 ® 18"o. c. D S: r +c L �1r'. 1� when stem wall exceeds 24_ high T 'am ool;XER INC arc E 1 , 4 rebor rr/rcn t_ - '.•,�� ✓'r+4r i •~ .",t'`t'- �. i *,t;.r '� .' mi I e y - RAISED FLOOR FOOTING T�qa r .,,— a �,4 M., ` y. %+ a Top of footing tuSTa �eTI0N3 meF §''• Typical HP AHD Single Paur " H eatram of footing 0,4 `> Rlm joist lnstallatlo "0 21 r 0 mr min. rL I I A stepped footin is required if the bottom of the footing slopes (� more than 10% �10 horizontal to 1 vertical) 0,0 v`% N If the earth slope is steeper than 50% (2 horizontal to 1 vertical), a , NOTES' detail prepared by an architect or engineer is required. (A soils report V1 b I� 0 ,A W OL t may also be required). ,'I. TYPICAL UNDERFLOOR FOOnNCS ARE 14SO X 6• WCKr / •. . • Stem walls exceeding 2' in height shall have additional reinforcing. 2 FOODNCS OVER /6' SO MUST BE 12' DEEP r - Stem walls retaining more than 3' of earth on one side shall be ` J. ALL FOOTINIS ARE TO BE EXCAVATED INTO UNDISTURBED IpER - designed as retaining walls. • r SO2 4. MAINTAIN CLEARANCES SNOM UNLESS APPROVED KGOiO t BLOCK - WOII studs - Brace cripples -14' or yw OF NATURAL RE95TANCE TO DECAY OR PRESSUREwith solid blocking or pllywood TREATED Is usED 6 INx Floor plate Floor joists ti • S. MAINTAIN REQUIRED CONCRETE COVER PER MANUFACTURER AT POST BASE INSTALLED IN CONCRETE PEDESTAL I `• - 1 •' `.`/ .. TYPICAL UNDERFLOOR PUR/TOOTLNO - _ ' `• • . OQ UNDER DECK PIER/TOOTWC ', • / }lam' • e - ' , • . � , . C 11 r � Blocking II • • - - - - j; net shown - - - of ds 1 0. II I u 2x or a4 stud wh for Clarify r 11 11 I s parg o on nd 2 ' at da o or h h ----- • II 1 mos. osr BASE0"04 to rae r — — — — — w Is s ppo Ing I PEDEsrAL sEr NDTE s All sills, siding and T PIED? oa1 rMa+ouTrocl II I II I I rs r — — — _ J I other wood shall be IN , L JL Jld — — —•J kept li clear of B•MN r 1 1 I • earth. - • + — — — J . < 2A. +min. IT' 1!A' - 12" MLN • ♦ - - ws - — — — J • ,- . Typical CNW "1\ I — — I— Maintain minimum depth Into grade:• i 1iY — J I 1Z' one story VARIES _ VARIES Rim Joist �` - .:' . , - — — — — — - 77-7-7 .. • - Installation — — — — — — — — — — — �— J 18' two story , HER/TOo 1WC roOTWC MIN POSr BASE t maVCU IBC PEDESTAL \ • . • 1' RED"000 OR r. • , .- r POST BASE P. i. POST a - POST BASE SLAB �Stemwall minimum thickness 6" , OOR I' STANDOFF Concrete 2500psi minimum , CAPOS'ED TD WA THER OR WATER SPLASH OR /N BASEMENTS .. LA I-1.OI Bolt Minimum Em cirnent Depth Mono Pour SSTB 16 12-5/8" • POST FOO71VC OV SUB FLOOR POST FoonNC - NO•AAB FLOOR .• CAPOS'ED TD WA THER OR WATER SPLASH OR /N BASEMENTS .. LA I-1.OI Bolt Minimum Em cirnent Depth Mono Pour SSTB 16 12-5/8" CAPOS'ED TD WA THER OR WATER SPLASH OR /N BASEMENTS .. LA I-1.OI IF N IS CUT FOR PIPE OR HEATING STACK, TIE METAL STRAP 0.058IN. (1.47 mm) DOUBLE 2 IN. x 4 IN. (16ANIZEDGAGE) AND 11/2 IN. (38 mm) WIDE. (51 mm x 102 mm) PLATE 6.1LS. EACH END CUTTING, NOTCHING AND BORING OF STUDS AND FLOOR JOISTS ON EXTERIOR WALLS AND BEARING PARTITIONS STAGGER �1 i JOISTS 4 FT. (2438 mm) O SECTIONS 2320.11 .9 AND 2320-11 .10 ` WIDTH I I MAXIMUM STIES AS FOLLOWS: BORED HOLES—MAXIMUM SIZE HOLE, 40 PERCENT OF WIDTH For SI: 2 x 4 = 51 mm x 102 mm. SNDt 2 x 4-1.4 IN. (10/8 IN.) (35.6 mrn) DIA. HOLE HEADER 2 x 6 = 51 mm x 152 mm. 2 x 6-2.2 IN. (23/16 IN.) (55.6 mm) DIA. HOLE ` FIRE STOP AROUND BORED HOLES IN DOUBLE STUDS—MAXIMUM SIZE HOLE IN PIPE 2 IN. x d IN. '5/8 IN. (15.9 mm) MIN.DOUBLE STUDS -60 PERCENT OF WIDTH. NO MORE THAN (51 mm x 102 mm) EDGE DISTANCETWO ADJOINING DOUBLE STUDS SHALL BE BORED. TRIMMER 2 x 4-2.1 IN. (25/8 IN.) (54.0 mm) DIA. HOLE 2 x 6-3.31N. (3 /16 IN.) (84.1 mm) DIA. HOLE 2 IN, x 4 IN. NOTCHES—MAXIMUM DEPTH, 25 PERCENT OF WIDTH (51 mm x 102 mm p(TERIOR WALLSSTUDS ) AND BEARING WALLS2 x 4-1.37 N. (163/8 IN:� 9 mDEEP )DEEP NOTCH 21N, x 4 IN. (51 mm x 102 mm) WIDTH BORED ANCHOR BOLTS II ' 2x 4-2 1 N.(21/fie INNPERCENT OF WIDTH (54.0 mm) Oft HOLE SOLD STUD �� 2 x 6-3.3 IN. (35/8 IN.) (84.1 mm) DIA. HOLE BLOCKING JOIST 5/8 IN. (15.9 mm) MIN. NOTCHES—MAXIMUM DEPTH, 40 PERCENT OF WIDTH -- ----_ g EDGE DISTANCE / 2 x 4-1.4 IN. (131S IN.) (35.6 mm) DEEP NOTCH r✓ 2 x 6-22 IN. (23/16 IN.) (55.6 mm) DEEP NOTCH VENT—MIN. 1 SO. FT EACH 150 SO. FT. ( ) , '-11� ° 'PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE I (0.067 m2 FOR EACH 10 mz) OF b INTERIOR SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING (Q� UNDERFLOOR AREA WIRE MESH ) ------ �� NONBEARING WALLS PROPERTIES SUCH AS KNOTS, BREAKS, SPOTS, EXCESSIVE SLOPE i. J __ • REQUIREMENTS. L —^-- — ------ �� r OF GRAIN, ETC. FOUNDATION 5/8- (16mm) x 10• CUTTING, NOTCHING AND BORING OF STUDS 2 IN. x 4 IN. STUDS 254m) BOLT 11�� IS mm x 102'mm) 7 IN. (176 mm) m SILL WALL FRAMING ABOVE FOUNDATION C14 MAX. 2 IN. (51 mm) NOTCH AT END 0/6 MAX. MIN. ° T I 07 Oy 0 JOIST DEPTH D CORNER STUDS �_ O _T___ BASIC WALL FRAMING SYSTEM —SINGLE STORY as MAX. a3 MAX. MAX. z x soup BLOCKING • (EXCEPT WHERE ENDS OF 2 IN. (51 mm) JOIST ARE NAILED TO A NOTCHES NOT MIN. HEADER, BAND OR RIM PERMITTED WITHIN JOIST OR TO AN ADJOINING MIDDLE THIRD OF STUD OR BY OTHER NOTCHES WITHIN SPAN, BUT BORED" BORED HOLES APPROVED MEANS) OLES ARETOP OF UPPER 1/3 SPAN EACH END PERMITTED. ALSO PERMTTED TOP PLATE BRACED WALL PANEL. TYPICAL _ (SECTION 2320.8.3) CUTTING, NOTCHING AND BORING OF FLOOR JOISTS TIE -DOWN DEVICE ` WITH AN APPROVED UPLIFT CAPACITY OF _ '\ \\.\\.�`,\ \ •��\\\�\��\\•� 'BOO POUNDS \ \ ` TYPICAL AT EACH END OF EACH, PANEL OPENING ` BOTTOM OF SILL PLATE - / MINIMUM 3/e.INCH-THICK (MIN.) WOOD STRUCTURAL PANEL 4 TYPICAL SHEATHING NAILED WITH Bd COMMON OP. GALVANIZED BOX NAILS NAILED IN ACCORDANCE WITH TABLE 23---C TWO ANCHOR BOLTS, ONE AT EACH PANEL AND ALL PANEL EDGES TO BE BLOCKED, TYPICAL EACH QUARTER POINT, INSTALLED IN ACCORDANCE BRACED WALL PANEL WITH SECTION 1806.6. TYPICAL EACH BRACED - ~ WALL PANEL - - ONE-STORY BUILDINGS - - - (j 1 , ALTERNATE BRACED WALL PANELS BRACE WALL SCHEDULE NOTE: HOLDOWNS REQUIRE DOUBLE STUDS BP 1 APA RATED 3/8" ORIENTED STRAND BOARD SHEATHING, WITH 8d (0.1 13 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, .12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. BP2 1/2" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO '2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM.c, / d do..L1 f 8S'N51eS�c 5vjf-t O BP3 5/8" TYPE X GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. ALTBP MINIMUM 3/8" APA RATED PLYWOOD (or O.S.B.) WITH 8d (0.113 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER, SPANNING A MINIMUM OF 3 STUD SPACES. TWO 1/2" DIAMETER ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS PER UBC 1806.6, END STUDS SHALL HAVE HOLDOWNS CAPABLE OF 1800 lbs MINIMUM. SIMPSON STRONG—TIE HD2A OR .PHD2—SDS3 HOLDOWN WITH SST816 ANCHOR BOLT W h e � G v' �p IpI � tn/a I ( � i �` G r't�-i► S � }-� � f� �"� l� Z Z