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Home My WebLink About072-550-017I I 72-55.`17 �-;(3074-90B law LLO, Steve sc ORSIJ C�7- 2 vi Dr,�Oroville 30 View Crest (new •sf o' y4 072-'55-f6E617t'- '92-3901 B—, ORSILLO-.Sfeve -230 View Cre'st,,-'-.,Oroville ► .woodsto,ve/sf 93-2067 B) E M 0' 7- 551- -01.7 ORSILLO STEVE .230 VIEWCREST, OROVILLE AGE' ,TO LIVING/SF N4 7'14t�l, -11�RM�T#9 �550-,17'- �� , 11, T- 0 ,0 2Z —. --- 8'i- �r v ,,ORSlLLO-,-!, �ve�,,r, X230 2 3 0 V i'& w, 9'� Dr`. ,,,; 4j& �v i Ll'Ve � j �A "P 1' B07-0649 072-550-017 MN MISCELLANEOUS Private Garage/Shop ..DETACHED GARAGE (864) 23-0,VIEWCRtST- DR ORSILLO, MARK STEVEN & VICKI B07-'073 1, 072-550- 0-17..-, MISCE'LLANEOUSRoom Add'n--Multi Stly: ADDITION- MASTER BR,: BA (266+)A' 230kVIEWCRESTDR u' bRSILL'Ol M-ARK-SYEVEN-'& VICKI —LI o +e �� o F, I I 72-55.`17 �-;(3074-90B law LLO, Steve sc ORSIJ C�7- 2 vi Dr,�Oroville 30 View Crest (new •sf o' y4 072-'55-f6E617t'- '92-3901 B—, ORSILLO-.Sfeve -230 View Cre'st,,-'-.,Oroville ► .woodsto,ve/sf 93-2067 B) E M 0' 7- 551- -01.7 ORSILLO STEVE .230 VIEWCREST, OROVILLE AGE' ,TO LIVING/SF N4 7'14t�l, -11�RM�T#9 �550-,17'- �� , 11, T- 0 ,0 2Z —. --- 8'i- �r v ,,ORSlLLO-,-!, �ve�,,r, X230 2 3 0 V i'& w, 9'� Dr`. ,,,; 4j& �v i Ll'Ve � j �A "P 1' B07-0649 072-550-017 MN MISCELLANEOUS Private Garage/Shop ..DETACHED GARAGE (864) 23-0,VIEWCRtST- DR ORSILLO, MARK STEVEN & VICKI B07-'073 1, 072-550- 0-17..-, MISCE'LLANEOUSRoom Add'n--Multi Stly: ADDITION- MASTER BR,: BA (266+)A' 230kVIEWCRESTDR u' bRSILL'Ol M-ARK-SYEVEN-'& VICKI —LI L BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District V d V' 1 L r! r l �/il Building Department No. ~ Tax Rate Area No A.P. Number ' �j /� ' 0 /TJurisdiction: = City County Property Owner's4 V C 0YS / lo Property Location/Address �3 C) V ew /(�-- Subdivision W Residential Development = No of Living Mobile Home / Units Installation .t. Commercial/industrial New 0 Addition 4 Lot No. Sq. Footage Q Addition/ 'Supplemental to (Group R) Conversion Permit # Cr. Demo - ( ) i `(No foundation inspection) existing sq. ft. see attached =-------------------------- Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) A District Identification':No. 'School District certifies that CP- %y �I r Com. a at' &L CN — (Street Ai (City) ` (State) Sq. Footage (Including Exterior - Roofed Areas) Date (Payor) 5 ,,.6`i Ci Is01 ID( (Zip Code) (Phone Number) has complied with the requirements of Resolution No.y 13'wo(O•"--3I by payment of $ representingsquare feet. B 2926 $ FULL MITIGATION $ School ccm Paid by Check #. N I C, Remarks: •,r.,�. SB -o S- v* -01 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the, imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm 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 PROJECT INFORMATION Site Address: 230 VIEWCREST DR Owner: Permit NO: B07-0731 APN: 072-550-017 ORSILLO, MARK STEVEN & VI Permit type: MISCELLANEOUS 230 VIEW CREST DR Issued Date: 05/09/2007 By KEJ Subtype: Room Addn-Multi Stry OROVILLE, CA 95966 Expiration Date: 05/08/2008 Description: ADDITION- MASTER BR, BA (200+ Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: STEVE ORSILLO CONSTRUCTION INC ORSILLO, MARK STEVEN & Building Garage Remdl/Addn 29 RIDGEVIEW LANE 230 VIEW CREST DR ' 200 200 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-4202 (530) 589-4202 500 900 DBEH Building Review Fee DBF Room Addition'- Multi Stor DBFIRE Fire Inspection (SRA) R DBFIRE SRA Fire Plan Review (S DBMSC Room Addition-Multi-Stor DBOMSCF Fire Safe Standards Re DBSMIP Residential FEE INFORMATION $75.70 $351.94 $102.70 $102.70 .- $527.90 $109.98 $2.10 `LICENSED CONTRACTOR'S, DECLARATION Contractor (Name) State Contractors License No. / Class / Expires STEVE ORSILLO CONSTRUCT 542034 / B / 11/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (com enang with Section 7000) yf Division 3 of the Business and Professions Code, and my license is in fu ce and effect. , / X Signature 05/09/2007 Date WORKERS'"COMPENSATION DECLARATION 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. HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by kiy ection 3700 of the Labor Code, for the performance of the work for which this permit is issued. Workers' Compensation insurance carrier and policy number are; Cartier: DEPARTMENT OF IPpolicy Number:4505-068 Exp. Date: (This section need not be completed if the permitis oris or on�llars ($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' mpensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pr Bions. X 05/09/2007 Signature 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) Total Charged: $1,273.02 Fees Paid: $1,273.0 Balance Due: $0.00 Receipt No: B300 OWNER1,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 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. 8 P.C. for this reason: Owner's Signature 05/09/2007 Date 1 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 t e issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the us r occupancy of ny sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co to enter the a ove mentioned roperty for inspection purposes. I hereby certify that I am the Prot ro arty wrier author' ed to actNtthe�prope nets behalf. D . l YlQl 2 f� 05/09/2007 E] Owner Contractor OR: for Owner Agent for Contractor Lender's Address City State Zip I FILE COPY 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: B07-0731 Date: 04/06/2007 Location: 230 VIEWCREST DR By: KEJ Parcel Number: 072-550-017 Sub Type: Room Addn-Multi Sti Owner Name: ORSILLO, MARK STEVEN & VICKI Phone: Description: ADDITION- MASTER BR, BA (200+) AND DECKS COV (500) 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 DRAINAGE DISTRICTS c ❑ 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 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Other: Signature of Property Owner: Date: 04/06/2007 FILE 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 E] ❑ 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: 04/06/2007 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 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://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0731 Location: 230 VIEWCREST DR Parcel Number: 072-550-017 Date: 04/06/2007 Owner Name: ORSILLO, MARK STEVEN & VICKI Phone: Description: ADDITION- MASTER BR, BA (200+) AND DECKS COV (500) Signature of Property Owner:CIA Date: 04/06/2007 _1 DL::n FIL 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: B07-0731 Job Address: 230 VIEWCREST DR Contractor: ORSILLO, MARK STEVEN & VICKI Fee Description 230 VIEW CREST DR OROVILLE, CA 95966 Printed: 04/06/2007 1:47 pm Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 04/06/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 04/06/2007 $109.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 04/06/2007 $102.70 DBMSC Room Addition-Multi-Stor 0010-440001-4210500-1010 $527.90 DBF Room Addition - Multi Stor 0010-440001-4210500-1010 $351.94 04/06/2007 $351.94 DBSMIP Residential Printed By: Karen Jones 1001-0-280-1011298 $2.10 19273.02 $640.32 Balance Due: $632.70 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature:(� Date: 04/06/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have 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 a C pa'r*�Eiv�. C. O 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0731 Date: 04/06/2007 Location: 230 VIEWCREST DR By: KEJ Parcel Number: 072-550-017 Sub Type: Room Addn-Multi Sti Owner Name: ORSILLO, MARK STEVEN & VICKI Phone: Description: ADDITION- MASTER BR, BA (200+) AND DECKS COV (500) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB l 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: Title: FILE Date: 04/06/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 4:(530) 538-7541 , A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name �! , � IF irst , Address 2-9 CityState A Zip Phone _L4— Fax ZD E-mail CONTRACTOR Name Address ew City - Sta ZiptT..r�� Phone t ,_ ` Fax �2-0� E-mail Li I CI APPLICANT SIGNATURE r X For office use onl ARCHITECT/ENGINEER Name 8AAt- ! p� Q �` Address LN City j State Zip Phone l2 Fax E-mail Planner State License Number APPLICANT SIGNATURE r X For office use onl APPLICANT NAME Name CL 8AAt- ! p� Q �` Address LN City j Statt�� Zi Phone�, l2 Fax S&c7_ /— E-mail Planner APPLICANT SIGNATURE r X For office use onl Zoning Pr ert Addre s Flood Zone Cr treet SRA Yes I No pcc. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. B 1 -bat BIN LOCATION AP# Z_ Pr ert Addre s Cily�,,, ,� vktH Cr treet WORKER'S COMPENSATION Polic u b 0:�. Card e& /1ti If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �l Sq. FootageL_ )v 9-6z ❑ 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 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. 11A y Received by: Amount: J Bldg -1�U SRA Receipt #: Sheriff d� sMIP Other Date:W Total Page 1 of'2 REV 7-27-04 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 - PROJECT INFORMATION - r Site Address: 230 VIEWCREST DR Owner: Permit No: B07-0649 APN:. 072-550-017 ORSILLO, MARK STEVEN & VI Issued Date: 05/09/2007 By KEJ Permit type: MISCELLANEOUS 29 RIDGEVIEW LANE Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 05/08/2008 Description: DETACHED GARAGE (864) (530) 589-4202 Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: STEVE ORSILLO CONSTRUCTION INC STEVE ORSILLO CONSTRUC Building Garage RemdUAddn 29 RIDGEVIEW LANE 29 RIDGEVIEW LANE 864 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-4202 (530) 589-4202 864 FEE INFORMATION - DBEH Building Review Fee DBF GARAGE -Wood Frame Plan Che DBFIRE Fire Inspection (SRA) R DBFIRE SRA Fire Plan Review (S DBMSC Garage Wood Frame DBOMSCF Fire Safe Standards Re DBSMIP Residential $75.70 $219.96 $102.70 $102.70 $329.94 $109.98 $2.07 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires STEVE ORSILLO CONSTRUCT 542034 / B / 11/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (com ncing with Section 7000) f Division 3 of the Business and Professions Code, and my license is in full and effect. X 05/09/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION 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. 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: DEPARTMENT OF I�Policy Number:4505-068 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' �ompensalion provisions of Section 3700 of the Labor Code, I shall forthwith comply with those oTbvisions. r . - X I��- 05/09/200705/09/2007 Signature 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. - 4 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 Total Charged: $943.05 Fees Paid: $943.0 Balance Due: $0.00 Receipt No: B300 OWNER / BUILDER DECLARATION =x 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 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.). DI AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 05/09/2007 Date L. 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 Slate 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 prity to ente th above mentioned property forinsp ction purposes.I hereby certify that I am the prowne am aut orizedi sit on the prowner's behalf. � a2 t 2� 05/09/2007 ❑ Owner - ❑ Contractor OR. DAgent for Owner ElAgent for Contractor FILE COPY BUTTE COUNTY FEE SUMMARY County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0649 Job Address: 230 VIEWCREST DR Contractor: STEVE ORSILLO CONSTRUCTION INC 29 RIDGEVIEW LANE OROVILLE, CA 95966 Printed: 03/29/2007 2:32 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 03/29/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 03/29/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 03/29/2007 $102.70 DBMSC Garage Wood Frame 0010-440001-4210500-1010 $329.94 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 03/29/2007 $219.96 DBSMIP Residential 1001-0-280-1011298 $2.07 Printed By: Kourtni Graham 943.05 $501.06 Balance Due: $441.99 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. c Signature: Date: 03/29/2007 Pursuant to Government code Section 6U, you are hereby notified those items listed above may have 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 Ck+ a a O i National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0649 Date: 03/29/2007 Location: 230 VIEWCREST DR By: KCG Parcel Number: 072-550-017 Owner Name: ORSILLO, MARK STEVEN & VICKI Description: DETACHED GARAGE (864) Sub Type: Private Garage/Shop Phone: (530) 589-4202 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: Title: FILE Date: 03/29/2007 _Pulte 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: 0 Make sure your application is complete. 0 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 hgp:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0649 Location: 230 VIEWCREST DR Parcel Number: 072-550-017 Date: 03/29/2007 Owner Name: ORSILLO, MARK STEVEN & VICKI Phone: (530) 589-4202 Description: DETACHED GARAGE (864) �9Signature of Property Owner: �J7Date: 03/29/2007 FILE I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 ' A FEE RILL BE REQUIRED AT TIME OF APPLICATION Website: www.butticounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION Last Name�— Address29 � j `elo L City first N ti Address 29 .1 � E CityL 6 llfA Zip Phone _ �Z Fax V E-mail CONTRACTOR Name STIMS O M) Address29 � j `elo L City State Zip / c Phone _ W2_ Fax , E-mail O L4 C For office use only: ARCHITECT/ENGINEER Name Type Const. Address Book City Lot # State Zip Phone _ 2 Fax E-mail (Rco 11 I -, State License Number For office use only: APPLICANT INFORMATION Nameqr Type Const. Address Book City n000t/ Lot # State Zip Phone _ 2 Fa _ —/ I E-mail (Rco 11 I -, For office use only: Zoning 1 -9,-10 JWod Zone I X I SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: . 2 .W PERMIT NO. BPO 7-D `i BIN # .PROJECT LOCATION AP# Ad PL (ets�l.� �K�DQ Ci Cross Street WORKER'S COMPENSATION Policy Nu C)f G ! o Carrier Mftkj,4_& kr_Esc, It hiring anyone other than Ikense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: (Rco 11 I -, Sq FT- Living darage en Cov Structure Built wi mits ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. • In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not Received by': Amount: Bldg SRA. Receipt #: Sheriff SMIP 2 2q 4 rl 5 " Other. Total REV 4-10-06 u COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: STEVE ORSILLO ADDRESS: 429E OLIVE HWY CITY & STATE: OROVILLE. CA 95966 DATE OF CLAIM: 6/4/97 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES IMPORTANT. - SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED NOT TO DO WORK. (BP#96-1293, A.P. #072-550-017, RECEIPT #201904, DATED 6/11/96, OWNER: STEVE ORSILLO.) I .................. TOTAL FEES PAID.. 552.65 RETAIN REFUND PROCESSING FEE .................$25.00 RETAIN BLDG PERMIT FILING FEE................$20.00 RETAIN PLBG PERMIT FILING FEE.................$20.00 RETAIN ELECTRICAL PERMIT FILING FEE .......... $20.00 RETAIN PLAN CHECKING FEE ...................$176.15 TOTAL AMOUNT RETAINED ..............$. -26.1.15 TOTAL AMOUNT TO BE REFUNDED .................................. TOTAL 291. 50 1 the undersigned, declare under penalty of perjury that the services or articles claimed ha been p rformed r 21ieed, and that this claim is true and correct as stated. Dated this � day of �, 19—Vat c �Q�U / L� , Calif. e of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles p ied above hav en rformed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval I I (Check one) for the sa Dated this 4TH day of JUNE 19 97 at OROVILLE , Calif. Depa ment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONST. PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: I Receipt Information: G� Number: � ` Date: Issued To: 5x-t-l�-P V�l b Y lJ Amount: Fees Reta}ned: . Processing Fee: ✓81 dg Fi 1 ing * Fee $ c�0 • C� ✓Plbg Filing Fee $ � ,/E1 e Filing Fee $ � --4 - dD Mech Filing Fee $ Energy P/C Fee $ !� Plan Check Fee $ �� o Inspection Fee $ Total Amount Retained $ o TOTAL REFUND DUE $ I REFUND CLAIM APPLICATION CLAIMANT'S NAME LESLIE YOUNG - ORSILLO CONSTRUCTION MAILING ADDRESS . 4296 OLIVE HWY OROVILLE, CA 95966 072-55-0-017 96-1293 ASSESSOR 'PARCEL # —_ _ PERMIT _ RECEIPT NUMBER(S) 201904 / Request a refund of fees paid on the above receipt number(s) for V/ the following reasons: n A10 -i- -7-0 31z1c p /-moi T /� i •r ,5 u V Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) [� Building Permit Fees [ ] Sheriff Fees [ ] SRA Fee (CDF Fire Planning) [ ] Urban Area Fees Disposition of plans: [ ] Plans returned to me at counter. [ Vf Please mail plans [ ] Please dispose of to me at above address. plans. 1/ S I GNATUR ✓DATE �� •_� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 P MIT NO. APPLICATION AND PERMIT _lam ASSESSOR PARCEL NUMBER 072-55-0-017 ZONING BUILDING PERMIT OWNER STEVE ORSILLO TELEPHONE SO. FT. OCC. BUILDING VALUATION 684 27,360 OWNER'S MAILING ADDRESS 4296 OLIVE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 230 VIEW CREST OROVILLE PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SWIMMING POOL SPECIFY Water piping 15.00 5 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 18 X 38 Mobile Home S G W @20.00 PERMITFEE g 35.00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service800V OR LESS ( 200A OR LESS ) -23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.,/ , 1 License Class 8 Lic. No. S e[ D03YIXED OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Coltractors License Law for the following reason: �i I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ( .ACC. BLDS. ) sO. 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( a POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL .50 APPLNS. Ex. Occup. ( OUTLETS (RES D.OEA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 30.00 PERMITFEE $ Contractor SO ' 99 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor _ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 fo with c mply With ose provisions. X _Z DateL _ Si to f Applicant( ❑ Own r ❑ Contractor I Agent An OSHA permit is required for excavations over 5'0"deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ --- Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ .552.65 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON I the applicable provisions Resolutions to do work been paid. Date (Date) ReceiptNo. 201904 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t ,COUNITY OF BUTTE -DEPARTMENT OF DE,WCOPMENT SERVICES -BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER S-i-eV� �rSil� p A.P.. o ?iP 15�' 17 Proposed Building Use/Le�J poo ( Building Inspector Date b -/ 9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans .......... . Complete plans, 3/4 sets, signed by preparer of plans. . 4 Engineered plans and ca1csj4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 3. Flood elevation letter (100 year flood bXXCalifornia Engineer . ............ : :: . 14. Sanitation and plot plan approval CU Health Department. . 15. City of Chico plumbing permit . ........................ . 16. Plot plan and business license approval from City of Biggs/Gridley.,:...... . 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for PrBuildieati°" re tuo s required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and, 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... ............... 28. Mobilehome utility clearance . ........................................... ............ 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Wl er u issue the ermit, process as follows: Mail to owned Mail to contractor. Telephone �3 P- I13 1 and hold for, pickup at Or U cQ- office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date l %/ f>o Copy of Haz-Mat form sent Health Dept. Fire Dept. Air PollutioP Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. y 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works - PROJECT PROCESSING RECORD APPLICANT: �� l ISL 2� OWNER: < < PERMIT #: -7 g A. P. #: y 7 WORK DESCRIPTION: 104 04 c__ DATE DESCRIPTION OF STEP 1 Li- rte. M h17 ii :,(� "�O) F,,-,) 2( -A -PS f-0 2 l cA< _77�14 �. t� ! v.. $A-/ sir J AVv t -p H104 d�� mk-1 (�o L (� %c9►,� V--q— TE, I A/ �J!E i RETAINING WALL GENERAL CONSTRUCTION NOTES 1. GENERAL: l_ A. CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS AND REPORT.. ANY DISCREPENCIES TO THE ENGINEER. B. ALL WORK SHALL COMPLY WITH THE UNIFORM BUILDING CODE AND ALL OTHER LOCAL CODES AND ORDINANCES. . 2. CONCRETE: A. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. 3. INSPECTIONS: CERTAIN BUILDING DEPARTMENT INSPECTION APPROVAL PRIOR TO POURING ANY CONCRETE OR GROUT. 4. MASONRY: A. MORTAR: SHALL BE TYPE S, 1 PT PORTLAND CEMENT, 1/4 TO 1/2'PART LIME PUTTY TO 2 1/2 PARTS SAND BY DAMP LOOSE VOLUME TO SUM OF CEMENT AND LIME USED. UBC STD 24-20. B. GROUT: SHALL BE COMPOSED BY VOLUME, OF ONE PART PORTLAND CEMENT AND THREE PARTS SAND, TO WHICH MAY BE ADDED NOT MORE THAN 1/10 PART LIME. SUFFICIENT WATER SHALL BE ADDED TO PRODUCE A CONSISTENCY FOR POURING WITHOUT SEGREGATION OF CONSTITUENTS OF THE GROUT. GROUT MAY CONTAIN AN ADDITION OF PEA GRAVEL EQUAL TO NOT MORE THAN TWO PARTS BY VOLUME OF CEMENT USED. MINIMUM GROUT STRENGTH 2000 P.S.I. AT 28 DAYS. C. ADMIXTURES: NO ADMIXTURES MAY BE USED AND IF PLASTIC CEMENT IS USED, NOT MORE THAN 1/10 PART BY VOLUME OF CEMENT MAY BE USED WITH PORTLAND CEMENT WHEN APPROVED BY ENGINEER. D. MASONRY UNITS: SHALL BE GRADE IN CONFORM TO UBC STD 24-4-1500 P.S.I. AND IN ADDITION THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION. E. MASONRY CONSTRUCTION: 1. ALL MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULLBEDDED IN MORTAR TOPPREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR TO A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES. 2. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING.NOT LESS THAN TWO INCHES BY THREE (2" x 3") 3. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN EXCESS OF FOUR FEET (4') IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. i 4. VERTICAL REINFORCEMENT SHALL BE ACCURATELY HELD IN POSITION. f: , 5. FILL ALL CELLS SOLID WITH GROUT. 6. WORKMANSHIP SHALL BE PETt C.M.A. SPECIFICATIONS SECTION 7. F. BACK FILLING & SHORING OF WALL: DO NOT BACKFILL BEHIND WALL UNTIL TEN DAYS AFTER GROUTING. AVOID DAMAGE FROM COMPACTION EQUIPMENT. 5. REINFORCING STEEL: 1. SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. DESIGNATION A -G15 GRADE 40. {r 2. LAP BARS A MINIMUM OF 40 BAR DIAMETER AT ALL SPLICES. STEVE ORSILLO CONSTRUCTION 4296 OLIVE HWY. OROVILLE, CA 85966 i ---•------------------------------------------------------------------- RETAINING WALL DESIGN. Page e I C.,k-- it ---- --------------/--'�--------------------JJ----n--------------------------- DESCRIPTION >> Cp�1L.�Z.Q'% 1J( _ \ OOL 1✓E`gI�YLL ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psf AXIAL bL ON STEM = plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = plf .....MAX PRESS. = pcf. ..ECC(Toward Toe='+')= in 4y ..SLOPE PRESS. = pcf BACKFILL SLOPE _ :1 SURCHARGE OVER TOE Dsf LONG (horiz:vert,O=Level) SURCHARGE OVER HEEL = 50 psf s PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe Y y/n SOIL HT OVER TOE = in Heel Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in ADD'L LATERAL LOAD = plf TOP OF FTG TO START = ft TOP OF FTG TO END = ft -------------------------- WALL & RETAINED HEIGHT = 2.67 ft WALL HT. ABOVE SOIL = 0.33 ft FOOTING WIDTH = ft FTG. CL TO WALL = ft VERT. POSITION OF FTG. = 2.00 ft ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n FOOTING DATA ------------------------- # 5 @ TOE WIDTH = ft HEEL WIDTH = 2 ft KEY DEPTH = in Total Width = 2.00 ft KEY WIDTH = Allowable in 85.0 # 5 @ KEY DIST TO TOE = 2.50 ft THICKNESS = 12 in`� ----------------------------- # 7 @ Ru = Mu/bd^2 SUMMARY -------------------------------- # 8 @ Pressure @ Pressure @ Toe = Heel = 1,020 psf psf Factors of Safety: Overturning Allowable Press. = 1,500 psf Sliding Ecc. of resultant = 4.49 in Max. Shear @ Toe = psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = -2.52 psi ------ SLIDING CHECK ------ Lateral Pressure = 257 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in - Friction = 335 lbs Factor of Safety = 1.69 ------ Add'1 Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,428 Fy = 40,000 psi Mu - Upward ft-#= Min. As Percent = 0.0014 Mu - Downward ft-#= 581 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= (581) --------- Rebar Choices-------- One-Way Shear: Actual psi= 2.5 4 @ Allowable psi= 85.0 # 5 @ Cover over Rebar in= 3.50 2.50 # 6 @ 'd' in= 8.50 9.50 # 7 @ Ru = Mu/bd^2 psi= 7.2 # 8 @ -- mnP -- ==--Heel -- 4 --------------------------------------------------------------------- r RETAINING WALL DESIGN. 2 df ------------------------------------------------------------------------ #11 @ to 48.00 Toe Reinf. Exceeds Limit --------------------------- STEM DESIGN -------------------------------- < ----------- Stem Sections -------------> Top . . . . . . . . . . . . . Bottom WALL TYPE....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 3 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 3 2 1 ft REBAR: O:Cntr,I:Edge ? Ids FOR DESIGN = 3.75 3.75 3.75 3.75 .DESIGN DATA... ................................................ THICKNESS (nominal) = 8 8 8 8 in REBAR SIZE # 4 4 4 4 REBAR SPACING = 16 16 16 16 in Lateral Load @ Section = 17 67 1147# Moment.... Actual = 5 44149�ft-# Moment.... Allow. = 521 521 521 5�ft-# Shear..... Actual = 0.2 0.7 1.6 psi Shear..... Allow. = 19.4 19.4 19.4 19.4 psi ..Interaction Result = 0.009 0.085 0.285 Wall Weight = 78.0 78.0 78.0 78.0 psf n Modular Ratio = 25.78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA............. ....................................... 1,; f'm = 1,500 1,500 11500 1,500 1,�5.00,ps1 Fs = 24, 000 24, 000 F2�4, 000 24,000 2'4, 00.0 psi ALL CELLS GROUTED ? N y y� y y� y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA ................................................... . f1c = 3,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi - ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ft ft-# # ft ft-# ---------------- ------- ------- ------ ------- ------- ------- Active Soil Press. = 257.1 1.35 348.17 -- -- -- Soil over Heel = -- -- -- 356.0 1.33 474.66 Soil over Toe = -15.0 0.33 -5 Sloped Soil @ Heel = -- -- -- Adjacent Ftg. Load = Surcharge Over Heel = -- -- -- 66.7 1.33 88.888 Surcharge over Toe Axial Load on Wall -- Load @ Proj. Wall = -- -- -- Averaged Stem Wts. _ -- -- -- 234.0 0.33 78 Added Lateral Load = -- -- -- Footing Weight = -- -- -- 300.0 1.00 299.99 Key Weight = -- -- -- Vertical Component of Active Pressure = -- -- -- Totals =242.083 343.17 956.7 941.55 -------- ------- ------- ------ Resisting Totals Used For Soil Pressure = 956.7 941.55 ------------------------------------------------------------------ RETAINING WALL DESIGN ----------------------------------------------------------------------- (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . -------------------------------------- . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier =- 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 f4� 4a(s /} N P(�EGA'�?T COPING r #4 DOWEL -5 AT 36"cc 4" SLA15 X u #4'5 AT Vcc Q #4 HOI IZONTAL- '1 24" 3 #4'5 GONT. N #4'5 A T 15 "cc GONGPETE 6LOGK PQO� DETAl 6 SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE fc = 2500 psi at 28 days. 2) REINFORCING ASTM A 615, GRADE 40 MINIMUM 3) BLOCK Grade N, fm = 1500 psi at 28 days 4) GROUT f'c = 2500 psi at 28 days 5) MORTAR Type S, 1800 psi at 28 days 6) LAP SPLICES 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material. Minimum Requirements: 1. POOL MASTER PLANS: - Provide written agree�Ftffrom the design engineer (licensed Civil or Structural in the Pate of California) that the plan can be mastered. The engineer sha&ks ate any limitations as to where the design maybe used. - Prov�eroriginal stamped and wet signed structural calculations and pool stjpctural plans. Plans shall show all configurations in which the pool can be used. 2. POOL PLANS, SPECIFIC PROJECTS: - For plans not already master planned, provide original stamped and wet r signed structural c QI'afi.oaasnand, plans. Address site specific hazards such as expansive soils, high ground water, steep slopes, etc. Provide site soil type. Cy0L pc -.p Provide pool plan showing pool dimensions and depths. Provide site plan that shows ground slopes in the vicinity of the pool. -, Provide all other information required of typical permit submittal. PI M I o i &*J (Rev. Feb. 1996) A ft FTG. CL TO WALL = ft - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /� RETAINING WALL DESIGN. Page I Cv --------------------------------------- DESCRIPTION >> CoItAL.Q_C'' IJC _ ------------------------------- \'IOLE--TALL HEEL WIDTH = 2 ft ---------- SOIL DATA ------------ --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = plf .....MAX PRESS. = pcf ..ECC(Toward Toe='+')= in 4u ..SLOPE PRESS. = pcf BACKFILL SLOPE _ :1 SURCHARGE OVER TOE = sf LOLL (horiz:vert,0=Level) SURCHARGE OVER HEEL = 50 psf Sc PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe Y y/n SOIL HT OVER TOE = in Heel Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in ADD'L LATERAL LOAD = plf TOP OF FTG TO START = ft TOP OF FTG TO END = ft -------------------------- WALL & RETAINED HEIGHT = 2.67 ft WALL HT. ABOVE SOIL = 0.33 ft KEY DEPTH KEY WIDTH KEY DIST TO TOE FOOTING WIDTH = ft FTG. CL TO WALL = ft VERT. POSITION OF FTG. ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n FOOTING DATA ------------------------- TOE WIDTH = ft HEEL WIDTH = 2 ft = in Total Width = 2.00 ft in f THICKNESS = 12 in `� Pressure @ Toe = 1,020 psf Factors of Safety: Pressure @ Heel I psf Overturning Allowable Press. = 1,500 psf Sliding Ecc. of resultant 4.49 in Max. Shear @ Toe = psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = -2.52 psi ---------------------------------------------------------------------- IS dV_ i,.S 0 ------ SLIDING CHECK ------ Lateral Pressure = 257 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in - Friction = 335 lbs Factor of Safety 1.69 ------ Add'1 Force Required lbs -------------------------- FOOTING DESIGN ------------------------------- Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,428 Fy = 40,000 psi Mu - Upward ft-#= Min. As Percent = 0.0014 Mu - Downward. ft-#= 581 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= (581) --------- Rebar Choices-------- One-Way Shear: --Toe-- -- eel -- Actual psi= 2.5 4 @ Allowable psi= 85.0 # 5 @ " 23. Cover over Rebar in= 3.50 2.50 # 6 @ " FISS 'd' in= 8.50 9.50 # 7 @ E �l Ru = Mu/bd^2 psi= 7.2 # 8 @ 2 #.9 #10 @ �+ 9lF ae V I CAU --------------------------------- RETAINING ------------------------------------- WALL DESIGN 2 b ; -------------------------------------------------------------=---------- #11 @ " 48.00 Toe Reinf. Exceeds Limit --------------------------- STEM DESIGN -------------------------------- < ----------- Stem Sections -------------> Top . . . . . . . . . . . . . Bottom WALL TYPE....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 3 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 3 2 1 ft REBAR: O:Cntr,l:Edge ? 'd' FOR DESIGN = 3.75 3.75 3.75 3.75 .DESIGN DATA ... .................................................... THICKNESS (nominal) = 8 8 8 8 in REBAR SIZE # 4 4 4 4 REBAR SPACING = 16 16 16 16 in Lateral Load @ Section = 17 67 147 # Moment.... Actual = 5 44 149 ft-# Moment.... Allow. = 521 521 521 521 ft-# Shear..... Actual = 0.2 0.7 1.6 psi Shear..... Allow. = 19.4 19.4 19.4 19.4 psi ....Interaction Result = 0.009 0.085 0.285 Wall Weight = 78.0 78.0 78.0 78.0 psf n : Modular Ratio = 25.78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA .................................................... . f1m = 1,500 1,500 1,500 1,500 11500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED ? N y y y y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA .................................. ................ . f1c = 3,000 3,000 3,000 3,000 31000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ft ft-# # ft ft-# ---------------- ------- Active Soil Press. = 257.1 ------- 1.35 ------ 348.17 ------- -- ------- -- ------- -- Soil over Heel = -- -- -- 356.0 1.33 474.66 Soil over Toe = -15.0 0.33 -5 Sloped Soil @ Heel = -- -- -- Adjacent Ftg. Load Surcharge Over Heel = -- -- -- 66.7 1.33 88.888 Surcharge over Toe Axial Load on Wall -- Load @ Proj. Wall = -- -- -- Averaged Stem Wts. _ -- -- -- 234.0 0.33. 78 Added Lateral Load = -- -- -- Footing Weight = -- -- -- 300.0 1.00 299.99 Key Weight = -- -- -- Vertical Component of Active Pressure = -- -- -- Totals =242.083 343.17 956.7 941.55 -------- ------- ------- ------ Resisting Totals Used For Soil Pressure = 956.7 941.55 -------------------------------------------- ---- RETAINING WALL DESIGN (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . -------------------------------------- . . . . . . . . . . . . Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier =- 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2 FKEG, I ON f�� 4b( -S rtints„c� n T 36"GG 4" '�)L_A[5 FAL- It -- , -/ H r 1.�1 c G GONGPff Tff 6LOG< FOOL, DETAIL I” = I,0" SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE f'c = 2500 psi at 28 days. 2) REINFORCING ASTM A 615, GRADE 40 MINIMUM 3) BLOCK Grade N, f'm = 1500 psi at 28 days 4) GROUT f'c = 2500 psi at 28 days 5) MORTAR Type S, 1800 psi at 28 days 6) LAP SPLICES 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ORS I LL oV/CW .S1 . Owner Location 4 Rc� Plan Approved for: Sewage Disposal Water Supply: Public czDClearance for ` ! p er 75 c -,U c - Hold =for: Final cc Environmental Health 9/00) R.H. USE OM Plot Phu Anneal Poor Plc A --&-A AP# Private Well 14 REIDENTIAL ,93-2067 B,E,M ' .072-55-0-017 �I ORSILLO, STEVE 230 VIEWCREST, OROVILLE LIVING/SF CONV GARAGE TO r3.-yy.% V=OK O = Not OKNot ° = Not Ready MOBILE MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Locatlon-Teat-Wrap: / /"L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 'w. MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a . 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columna -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings t Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test a V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pi ums & Ducts; Clearance -Material -Support -Ins. ers-Sills-Anchor Bolts -Joists -Vents -Cripples K Access & Ventilation 16. Insulation Date/Initials PLUMING Permit OK except #'s L 6. Water Htr.; Vent -Access -Combustion Air -Baffle A . Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Te ub & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date/initials EL RICAL Permit OK except #'s 1,4'2. Fixture & Transformer Clearance -Ina. Protection c. Receptacles Spacing -Lights & Switches at Doors . Si oxes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water ance Circ in Kitchen & Conductor Size/GFI Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 2 a. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 3&. onductors & Ground -Main Disconnect 31, ane s -Motors -Meth. Equip. 3 . oset Light -Shower Light -Spa Light e Det ctor Date/Initials MECHANICAL Permit OK except #'s C. Ducts Insulation & Support above insulation 36. n ansate Drain & Overflow; Size & Grade 42gt=0'irnahce-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date/Initials FRA O Plans OK except #'s 9. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing . Draft Stop in Wells (rat proof) /_42- Fire Stops; Furred Ceilings -Stairs -Chases -Tub 14ytteaders & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45 fH rs- ost Caps -Anchors -Connectors Cing. ;.ois es or ype A Flue -Fireplace Throat clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. BdFFR. r Exiting Doors -Sill Hgt. & Dimensions s& earnworhe n Framing e irawall & Openings Wit. Doors -One 3' -Check Garage -3rd Story, 2 Exits *3. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 od on Roof Overhang -Attic Vents -Rafter Outriggers ` . Siding -Nailing Veneer Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic aI -Bolts 59. Insulation / . / / 60. Infiltration -Walls -Windows ! Date/Initials FINAL (Plans) OK except #'a 6T. Ext. Steps -Door & Sidelight Protection -Landings woke Detector . urnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection g fixtures & Tub Access -Spa VV'Ellec. Trim & Subpanel; Breaker Sizes & Labels 67.-etah,a Bails •SB.-Fireptaaa ay.Slove; Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. . ixt. pliance; Grnd: Air Gap -Cooking Clearance 7 cio, r u1LQto & Receptacles at Kit. Counter 72.-GaFag9-Flw.Door; Swing -Landing -Closer erage-Damper Ud%TE: wt, - "onto -Clearance -Comb. Air-Connector-P.R.V. In_darage; Above Floor -Mach. Protection alb., Elec. & Mach. Equip. Listed for Location -76 es in Garage; (G.F.I.)-Romex Protection ., nsulation-Foam-Looked in Attic ❑ Yes Deck Construction -Post Caos 79 Fda Vents R r'rawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 86.-FM15WM7imN.; Drive ❑ Yes Cl No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No -Finish nect, Electrical, Plumbing ents Above Roof; Plbg :Appliance -Fireplace: Clearance to Openings 8& water Well• Disconnect, Electrical, Plumbing 8r-ExterieFledrim; G.F.I. Receptacle -Underground entil' hroughout House L-61--p-PM action 88"C -o rrections from Previous Inspections Tagged; Gas -Electric ewer Connected -C/O to Grade -HD Approval Aefrergy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS .7 County Center Drive - Oroville, California 95965 - Telephone., 916.`538-754 APPLICATION AND PERMIT RMIT NO. ASSESSOR PARCEL NUMBER 072-550-017 ZONING FR -10 BUILDING PERMIT OWNER Steve Orsillo TELEPHONE i SO. FT. OCC. BUILDING VALUATION 624 M to 1 12,480.00 OWNER'S MAILING ADDRESS 230 View Crest Dr., Oroville 95966 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 12,480,00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 120.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 60.00 Energy Plan Checking Fee $ 20,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 215.00 PLUMBING PERMIT Filing Fee 15.00 230 View Crest Dr., Oroville Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W I @ 15.00 TYPE OF WORK Newl I AdditionD Remodel[_X Utilities[] Installation❑ Other❑ Describe work: Convert Garage to Family Room Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20CATO10o0A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 5'y�03' /� License No. 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&` OR ADONIS. ( ACC. BLDGS. / 3.60 sq.ft. p X 21 • 80 NEW CONSTR ULT' -OUTLET NON-RE51D BRANCH CIRC ITS @ 5 00 POWER APPARATUS & (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 764 Ex. OCCUp. OUTLETS FIXED P(RESIO.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $36,80 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Rr 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 15.00 Heating 1 19.00 1 9.00 Cooling 9 1 9.00 9.00 Hood 6.50 Ventilation permit Fee $33,00 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 horize representatives of the Countyot Butte to enter upon the above -me i ed roperty for inspection purposes. I also agree to av , in ify kee harmless the County of Butte against all liabili 'es, ju gme s, oS nd a penses which may in any way accrue against s 'd ty ' s q e c of a granting of this permit. X G - �� q 3 Date si nature of A licont Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P 40.00 Cos T)�E) ��/ TOTAL F E $324.80 HA 0FEES IMP FL09 �' Cb PARCEL PD D SUE This permit is hereby issued under the sions of the Butte County Code and/or work indic ted above for which fees DIRECTOR OF P BLIC By PE XPIR S e applicable provi- � resolutions to do have beerr-paid. ORKS (� ate �f Receipt No. 143468 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ��./�.^�Y.-'��-ft"Tyyy�a..+r d�•.`1.,,.�rt ' "_ T',Ti� ' "s Yna4.ni•,�.�„"'.r'."f+Piry�-•�"r.r:�►.1K+`.rtiF*'`7"i°rK'I�''v-.--.�M�P�•"��'YiCr.•'Fr�.F'r". 7} .. COVNTYOF BUTTE - DEPARTMENT OFDE ELQ°MENTSERVICES - BUILDI DIVISION f r�p�i:,w� 7 COUNTY CENTER DRIVE - OROVILLE,bALIFORNIA 95965 -TELEPHONE (916) 518 --Al t' PERMITAPPLICATION DATASHEET OWNER 1� s � IO A. P. No Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ............ ......................... . 2. Plot plans, 3/4 sets, signed by preparer of plans ............................. 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5.. Hazardous Material Form. ........ ..................................... 6. Energy Design Compliance and supporting"documentation. .................. 7. Statement of Intent for Non -Heated and A/ClBuildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). ... �` 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... r 10. Fees of $ . ............ . 11. Impact fees as shown on aftahed-schadDle040/.n.1 . 12. California Department of Forestry plan approval/fees. .......... ............. 13. Flood elevation letter (100 year flood) by California Engineer .................. . 14. Sanitation and plot plan approval Health Department . 15. City of Chico plumbing permit . .......................................... 1.6. Plot plan and business license approval from City of Biggs/Gridley. . ...... 17. Planning approval for (A) Use: (B) Parking: ........... 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... ' 19. Driveway -permit (construction approval required prior to occupancy). r°:........ . 20. Pre -inspection for required. I( s ";�9- (Date) 21. Contractor's license information. (No., Name Style, Classification). ..... .. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ................... — ................. . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... i 32. Plan check list . .................................................... ._ 33. 34. When you issue the per it, process as follows: Mail owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (C• cle nqwitem not checked above). 1. Index permit for above items No. " 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Plot Plan Attached I lour d "I"; Alpq'l ,vu Location Ap# Plan Approved' for: Sewage Disposal 'Water4 Supply- I'Llblic Private vvell f Clearai 0 t I i c r m 0 Ff1c rw -_IV 1 -'4 - Hold Final for: Filial cle, ce O.K. for: -�,,V'Iro�nmcntal Health Specisfist 8/92 m Declaration I hertby certify thzt the above insulation was installed in the building at the above locadon.in conformance with theeurttnt Building Energy Efficiency Standards for new residendal.buildings contained in.Title 24 of the California Administrative: Code. Gtn aal Long xioc (Budder) bcwc Numbs A�r+aaus }rid Title Due SHASTA INSULATION 272941 uD Co r (la at»n lrutalla) �— I icons Nwnba y S►�artas and Tisk Dare Numbcrand Sucet Cary. cO°nry Subdiviuiori la t Numbs Description of Installation ROOF M�tcrial Brnd Name Thickness (inches) Tbczrnal Resisbatc (R-Va.luc) CEILING But or Btankct Type FIBERGLASS Brand Name CERTAINTEED Thickness (inches) Thermal Ressr nm (R -Vale) I= -T- l Type INSULSAFE III BrwAName CERTA Contractor's minimum installed weightfft lb Musimum thirhnrtt A' inches Manufacturer's installed weight per square foot to acheive ThumaI Resis-=.(R-Value) 30 EXTERIOR WALL Brand Name CERTA7NTFF.N - Thickness (inches) 3' ,Z •iheimal R=i:sm= (R -Value) — .RAISED FLOOR - material FIBERGLASS Brand Name _ . CERTAINTEED Thickness (inches) Thermal Resistance (R -Value) SLAB FLOOR IvLi�crial Brand Name Thickness (inches) Thermal Resistance (R-Va'ur.) Width (inches) - FOUNDATION WALL FIBERGLASS Brand Name CERTAINTF.hn Thickness (inches) 'Ibcrnul Resistance (R -Value) Declaration I hertby certify thzt the above insulation was installed in the building at the above locadon.in conformance with theeurttnt Building Energy Efficiency Standards for new residendal.buildings contained in.Title 24 of the California Administrative: Code. Gtn aal Long xioc (Budder) bcwc Numbs A�r+aaus }rid Title Due SHASTA INSULATION 272941 uD Co r (la at»n lrutalla) �— I icons Nwnba y S►�artas and Tisk Dare BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM P (One Form Per Building) .School District0lrc)-(n ter- ct Building Department No. A.P. Number Property Owner Property Location/Address N Subdivison Lot No. Residential Development ' 0 0 FYI Sq. Footage No. of Living MHI A dition (Group R) Units Y 2, Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Wepresentative Date (Floor Plans reviewed by School District Personnel) District Identification No. 7 4 t School District certifies that (Applicant) (Street Address) (Phone Number) t Com- (City) (State) (Zip Code) has complied with the requirements of Resolution No. �/ -got - / by payment of $ representing �a 7 square feet. School District Representative Paid by Check Number Remarks: Bank Number Paid by Cash Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local- Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. r White (applicant), Yellow (building department), Pink (school district) feeform.wkf (4/92) l c2 S'e5 1- 7This set of plans tZd specifications MUST V). 14 Z%: All I�aterials & Workmanship Shall. Be Tn k®pt on the.$oh at a l tinges andit is iza a, /rful "o . cordance UiIth R6ccgnized Good Pr-actic es and make any changes c iteration- on sa-zn„ vAtI o t o a Quu�?1it�,T l��tssrriti;e'd�f�.i' tt?e Ssected'u�3e vvlic rittenpermission oim the Department oiPub . the Un1f3�YT. �1d1?1�7Y� , it�'sli7i'1g U faS%C1'3a�QAL C9Wke, � aunty of $11 the ITatio nal 1 �riGa: CDS7$. PO ,A- .lam .. . a,,,a.�'`- ►�� ,wrS l c l'►�UG , , APPROVED Butte Ehvjp0N �ournty . . `J ► e }at Health �+1 jjft JV6+1 l k L r z , ek `�//�K. `J. _.. �' .i/.j\��(. ��VVV•• M'"'� ' . E .' y��i `` a �y C( ' w-�0' ; ,1+;' ni'h4r, 7i rJy,�:'♦, r.er�H Ci, Y,-�e,.�rrr/s ,L. 1 3� '.. y3 i��F P., ,. .,5.lr .•fkis 1 •��j1f . . �'e+'3 c . .1. vrrZ J,Ji•i0.•'`O'wfyti��sc�.,i!,a._ :�..;�1a��.t h(0r"3'�1.•'.;� r`1.'. � � JJ�ta'ii' r:''��r f ,y _e, {-' y/k;f . ?��,r rO t �t .1 haf/( /G• `- '�r`J��{i,- �ta.,� •d.x,yt �r�I2K' }"7a'`i��/t'4+,-,i-'�k?'+;,:.r A}D�- � � .h:1�$�urv y1.�t1 y E"/},Y;i�5y^'7FrZf "r.t a'„�r +�RFUwGrja'}S .isL i:'..�T,~+ r�^Yr> f'}wt�a4+�, ?� l�s•lf�� YF1 .':f.+Y111�.,'� }s`(�-�^ s�JYtb��ji�2't-!;l'a�ttii.Phii:a;..r .�x�"'-,t�.1�'�" `�ei.N��' h , 9 �rr� aYl-VS r�}7r rti.�,�Www r-tq:��.o_:� y�,'�_ ',k1�L,P'vKr,t,v4. ft. ��t`�}�x.'�f+�4`f. ��Z'M'.>-1;.��.��,t,'x$ty�Rr��`?�C.� 14�;�•.�`v �_'t,tII) r��1tiECy,� ,{NtOa,?fy'j ¢1P�-e rs.• - �U��.'1f,.ry ELS��-,�4a,r•�`E-4J_�I'1�q_ r -14 EOffsi+�`�n��T�eK',�',.•h 4y.,-i�'�Y. :t""�' ar�t4''f 71 LX, it. 3+i w5yY.i6.j �? - F 's . T. .r .� :. ., x w s �f q%'ti.�j, a b' x r f+• c + w f� y l�h``ih � j. w ' �• ;' � �J4 L:S'•(. '. �• , ^ -��< 7. oar".L r � Yr + 7 f r s �y � 6 �j 'r �� (�.�' •e��i � �, •'{'{' � . ^ •Vros . .. , . ! .I i`.� . ,:.t... � n,1SSr rr� "�'� > r � :.i. f t Vis`• cx �y . of" 10 Im 7. yj Im �l Fm � I ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PAGE C,O/MP,LLANCE Owner Q v `� Climate Zone Permit # ��`U ?Floor Area ( a The following data showing mandatory and required features shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ' Climate Zones 11 and 16* Component <=100 sqft 101-499 500-999 >=1000 sqft Ceiling R-19 R-38 R-387 R-38 Ins. —�" Wall Ins., R-13 R-13 l_ R -13j R-191 21 Floor Ins. R-13 R-19 ( R=19 R-19 Slab Edge NR NR, R-7 NR, R-7 NR, R-7 Ins. Glass (U) .75 ,75 (.65_,1 .60 .65, .60 Max. Glass 50 sq.ft. 16% + 16% + 16% Removed Removed Shading NR .66 .66 .66 Coeff(S&N) Shading NR ..40, .66 -40 66 .40, .66 Coeff(WSE) Thermal NR 5% Raised 5% Raised 5% Raised Mass 20% Slab 20% Slab 20% Slab Heat, Elect Not Allowed Not Allowed Not Allowed Not Allowed Resistance Heat, Gas AFUE 78% AFUE 78% AFUE 78% AFUE 78% Heat Pump HSPF 6.8 HSPF 6.8 HSPF 6.8 HSPF 6.8 Split Sys. Heat Pump HSPF 6.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Package Cooling. - SEER 10.0 SEER 10.0 SEER 10.0 SEER 10.0 Split Sys. Cooling - SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Package Increased # Allowed w/ Allowed w/ Allowed w/ Allowed w/ of Wtr Htrs calculation calculation calculation calculation * One entry/column = req both zones, 2nd entry = req zone 16. SPECIAL FEATURES/REMARKS -rttt<e S/2A01-S A/! -PXZ; F 'E"26 -1 -- LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN b BATH NOT LESS THAN 40 LUME /WATT DESIGN COMPLIANCE STATEMENT: e b e ui di q design meets the requirements of Title 24, Par s 6 of th California Code of Regulations. ijan 93) SIGNATURE Of BUILDIN DESIGNER OR APPLICANT V, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PETIT NO. APPLICATION AND PERMIT ��-�%� ASSESSOR PAMELNUM13ER 17179-55-0-017 ZONING ER -1 0 BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNEWS MAILING ADDRESS 910 View Crest Drive. Orouille 95966 CONTRACTOR'S NAME riwnpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee 1 original $ (in nn ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILD DR � iew Crest Drive, oroville PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome O Other Garage COnv SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities ❑ Installation O Other ❑Y Describe Work: 1St renewal/93-2067 PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '" OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) so. 3.50 FT. NEW CONST. MULTI-OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury.(phark Drip/ O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason POWER APPARATUS ( & SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 RAL. fi0 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.1 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23 00 WORKER'S COMPENSATION INSURANCE 1 declare under p natty of perjury (check one): O This permit is for $100.00 (va uatl�f 'on) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. D to Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 80.00 HAZ• 1 D. FEES IMP I W07 0F PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON 8/14/95 (Date/ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovillg, California 95965 - Telephone: 916/538-7541 APPLICATIQN AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 072-550-017 ZONING 11 BUILDING PERMIT OWNER Steve Orfaillo TELEPHON 532-1131 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3022 Olive Oroville 95966 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace "Arr 1 5Q0•DD Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee $ 0.00 Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 4 5. 730 V Crest, Oroville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE i SF ©( Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: woodA _eve I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty ofperjury I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi s Code and my license is in full force and effect. License No. I 311 Classification 0 + as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended oroffered 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 Main service 200ATO1000A) 37.50 NEW CONST. DWELLING OCCUP.Iy\ 3.64 sq.ft. OR ADDNS. ACG. BLDGS. NEW CONSTR. ULT I.OUTLET @ 5 00 NON.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 76 FIXED ALNS.1, Ex. Occup. OUTLETS P(RESID )REA.1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE• I dela under penalty of perjury (check one): • - The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood. 6.50 Ventilation Penult Fee = Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter uperrmthe above m iop'd property for inspection purposes. I also agree tsa emnif}ian keep harmless the County of Butte against all liabilit'4�s, er1 s, cots, nd expenses which may in any way accrue again s$I)d un fn ons query;e of the granting of this permit. /This X f _ Date 41, !, Signature of App icant — Owner Contractor E]Agent E]sions An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE 5�+5 • HAz DFEES IMP FLOOD CDF PARCEL PO HD ISSUE ' ,% permit is hereby issuEdjun`dei the applicable provi of the Bette County Code and/or resolutions to do ork Indicated above_ fpr which fees have been paid. ,' r-� �' DI ErR of PUBLIC WORKS BY / ate PERMIT EXPIRES Date %:; t/ Receipt No. 129634 WHITE-D.P.W., YELLOW-ASSE,lOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION -AND PERMIT ASSESSOR PARCEL NUMBERONING 072-550-017 ' U BUILDING PERMIT OWNER Steve Orsillo TELEPHONE 532-1131 S.Q. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3022 Olive Hwy, Oroville 95966 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace "At' 1 500.00 Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee Plan Checking Fee $ 30.00 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 45.00 930 View Crest Oroville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑X Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S I GJWJ @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other © Describe work: iinnrlGtttva Permit Fee $ Contractor ELECTRICAL PERMIT FilingFeeF 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneS$ and Profess Code and my license is in fu l force and effect. License No. d3! Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. ( DWELLING OCCUP.yd\ OR ADDNS. ACC. BLOGS. / 3.6Qsq.ft. NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR \ EX. Occup. OUTLETS (RESID.) EA./ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): TThe 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 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating horize representatives of the Countyot Butte to enter he aboproperty for inspection purposes. to building construction, afn,ep 1 also agree o Sa eharmless the County of Butte against all liabilit' s,rds,� xpenses WhICh may In any Way aCCfUe s onhe granting of this permit. X Date 1,-, / Signature of App icant — ntractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height.TO Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $45.00 HAZ DFEES IMP FLOOD CDFPARCEL PD HDSUagain by issu °d nde the T s pe m4hee $ Ons 0 tCount Ode nd/or ! Ork Idio f ch fees P IC By PER EXPIRES ate applicable provi- resolutions to do have been aid.ion WORKS at �� Receipt No. 129634 WNITC-D.P.W., YELLOW-A88C990R, PINI( -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916!538-7541 APPLICATION AND PERMIT rvum... Q7o9--55v -D 17 OWNER 7dONING .` .-V BUILDING PERMIT c TELEPHONE J .rrlot s S37,_1131 OWNER'S MAILING ADDR 5 fou Vc, S l� b SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S/'NAME TELEPHONE , mG CONTRACTOR'S MAILING ADDRESS F i rep lace CONSTRUCTION LENDER UNKNOWN Total Valuation $S"0a LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS ^ �O 1 QJ� Permit fee $Clow L U� PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF kDuplex❑ Mobilehome❑ Other SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: woc&-ywe_— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OOR R LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification FlFIXED 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 Main service 200A TO 1000A1 .50 37.50 NEW CONST. DWELLING OCCUFM OR ADDNS. ACC. BLDGS. // 3.3 NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS >1 (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20 76d A APPLNS. OR \ Ex. Occup. OUTLETS IRESID,) EA./ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 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 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 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor ify that I have read this application and state that the above information rect. I agree to comply to all County Ordinances and State Laws relating lding construction, and hereby authorize representatives of the Countyot to enter upon the above-mentioned property for inspection purposes. Eagree agree to save, indemnify and keep harmless the County of Butte against judgments, costs, and expenses which may in any way accrue t said County in consequence of the granting of this permit.Date of Applicant — Owner ❑ Contractor ❑ Agent ❑sions HA permit is required for excavations aver 5'0" deep and demolition or construct -`^cork structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CON ST TYPE TOTAL FEE $l�bilities, r+Az DFEES IMP FL000 COF PARCEL PO HD SSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provire resolutions to do have been paid. WORKS Date Receipt No. WHITE -0-0I YELLOW- A$g[9 SON, PINK -INSPECTOR. GOL DEN NOD -APPLICANT a RESIDENTIAL 7 2-55-17 3074-90B, P; E,M 0 SILLO, Steve 0Vi2w Crest Dr, Oroville (new .sf ). t OFFICE COPY r Address' GAS _ Meter By Date - ELECTRIC�� - } c Meter By DateC_�� Cal JOB FINALED Wratdl — Signature V=tlK O = Not OK Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 is J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single,& Duplex) Date UNDE OOR (Plans) OK except #'s oni -Setbacks-Easements-Flood-Slope tg., M_ain; Soils-Elec. Grnd.-Y ',Ftg. Depth u� Garage; Soils-Steel-Elec. Grnd.-IL/;' Ftg. Depth . tg., Porches & Decks; Soils -Steel- LIFtg. Depth mw IIs, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped ers-Fireplace Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1pe<as Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. PieqLirns & Ducts; Clearance -Material -Support -Ins. C4 -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date) Card 8-1 Date Card B-1 Date 4_ Card B-1 Date Card B-1 Date PLUMBI (Permit) OK except #'s 1 er Htr.; Vent -Access -Combustion Air -Baffle 4SAater Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection 1 wer Pan; Test, First Floor -Tub Access ub & Shower, Second Floor -Tub Access Size & Anchors Date Imo- _ Card B,: Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fix & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 2 . Size Boxes & No. of Conductors -Stapled 2 . ex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water 2q-21—ppiiance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. G / ga. Cu orOven Circ. / / ga. Cu or Al. Insulated Neutral '� Yes 0 No 34,6 Service -Riser Conductors & Ground -Main Disconnect a3!Equip.'Clearances Panels-Motors-Mech. Equip. ill lothes Closet Light -Shower Light -Spa Light ZY'Smoke Detector Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s A.C. ucts Insulation & Support 5 ent Fan; Exhaust above insulation 3b_eyTrTeqaate Drain & Overflow; Size & Grade 3 . urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 39-11—tic Access & Platform if Furnance in Attic Date �� /Card B-1 Date Card B-1 Date �— Card B-1 Date Card B-1 Date FRAM (Plans) OK except #'s Sil Proper Material & Anchors 4 s Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ire Stops; Furred Ceilings -Stairs -Chases -Tub 4g,elleaders & Beam -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Ing. ist-Rftr. ties. Purlin—roof Brac-Truss-Shthng.-Rfng. fireplace -or Type A Flue -Fireplace Throat clearance 4 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing ropAAy Line Firewall & Openings xt. D ors -One T -Check Garage -3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer 5 n erflr. Access 7 azin ea -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date /Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL Plans OK except #'s xt. teps-Door & Sidelight Protection -Landings Smoke Deltector nace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edr m Exiting e5.G.F.I,_& Bath Fixtures & Tub Access -Spa lec. Tr'm & Subpanel; Breaker Sizes & Labels airs & Rails rth fi&,-1E5e_q_,0utIets at Wood Panel; Int. & Ext. it.Fixt. -Appliance; Grnd.-Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer rage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection I c. & Mech. Equip. Listed for Location Elec: eceptacles in Garage; (G.F.I.)-Romex Protection Insut ' n -Foam -Looked in Attic ❑ Yes uar ails & Deck Construction -Post Caps 7-dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floo 11 Yes ollowing instld.; Drive Yes O No; Walks s O No; Planters ❑ Yes 11 No -finish Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 4 a Well; Disconnect, Electrical, Plumbing x r Elec. Trim; G.F.I. Receptacle -Underground 86-Ve ion Throughout House ar�,G_!pe Protection Cprefctions from Previous Inspections Gas t -Meters Taqqed; Gas -Electric t36!1 & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Dat tew—Card B-1 Date Card B-1 Date Card B-1 v Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) Owne= Permit No. . y ENERGY C E R T I F I C A T ION 230 View Crest Drive, Oroville, Ca , LOCATION A.P. No, DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FiberolasG bates Thickness(inches) 3z" Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value)_,___ CEILING Batt or Blanket Type Fiberglass batts Brand Name Owens-Corning , Thickness(inches) 92" Thermal Resistance(R Value) R3 0 Loose Fill Type Fiberglass Brand Name_ Owens-Corning ......_,,.,_. Minimum Thicknesi(Inches) 12 3/4' Number of Bags 17 Wt. per bag*,3� lb. Area covered(ft. ) 1100 Thermal Resistance(R Value) R300 ,rte FLOOR, ELEVATED Material Fiberglass batts Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickpess(inches) Brand Name Owens-Corning Thermal Resistance(R Value) Brand Name r Thermal Resistance(R Value),____ Brand Name Thermal Resistance(R VaWe),�„�,�, I hereby certify that the above insulation was installed in the above building In conformance with the State of California Energy Requirements. , LOERKE INSULATION CO.. INC. 499150 FIRM NAME/OWNER STATE CONTRACTOR S LICENSE 1104 February 14, 1991.a,..�„ SIG PURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as ahown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTORS LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR.TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING, January 1984 +T �,,.,�.L��1sYFv+Hi+Y ` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE U ER MIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question, pertaining to this matter, or need additional explanation, please contact this office immediately. r ( �— ` w /1 � —A A ZDate ��/ Inspector�,��Y _ A• COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS "r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747. Elliott Road, Paradise— Phone: 872-6307. CORRECTION NOTICE !-- PERMI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date ! / �� Inspecto ..."�',+1�"�-:.(r-,�`2-•��7y�`K~-�i•`ii�e�:: r-_i.,.tr�:,—t.V....t.=..eM ,=^i-Y"-t.+r-.`""}-�L.: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 `CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correcYon of work is completed. If you have any question pertaining to this mattered additional explanation, please contact this office immediately. i// D:c' rk v 0).e- IFLOf7 F ex 08-A-17- ler— 9 Inspector Date v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,.Ctoffornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. U ASSESSOR PARCEL NUMBER '72-55-17BUILDING ZONING PERMIT OWNER Steve Orsillo TELEPH914E 4 1-24081 SO. FT. OCC. BUILDING VALUATION 567 R 62 680.00 OWNER'S MAILING ADDRESS 3948 Bruce Court Sacramento 624 M 8,736.00 CONTRACTOR'S NAME e I TELEPHONE 90 C 900.00 568 n 2 8740.00 CONTRAACnTOR'S MAILING ADDRESS Fireplace ti 1,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 76,150".00 Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $354 00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $182.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 571.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap j 2.00 16.00 Solar or heat pump water heater 20.00 LOT N SUBDIVISION NAME PARCEL MAP 22--7-- Water piping j 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 ' 00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: I RFAT-nom _ Permit Fee $46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service V 01 LE 100 AMP ORSLESS j 1 10.00 10.00 Main service EA. ADD'L 100 AMP 1 1 2.50 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 Business and Professions Code d my license is in full force and effect.SINGLE License No. 5Y2 3 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.& 2A¢sgft OR ADONS. ACC. BLDGS. X 54.75 NEWCONSTR. MULTI -OUTLET 2,50 ea NON.R ESID BRANCH CIRC ITS POWER APPARATUS &) OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20®SO¢ P( eALeso Ex. Occup. OUTLETS FIXED P(RESID,)LNS REA.) 1 2.00 Temporary service 1 10.00 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 87.29 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �X I have placed on file with the County of Butte Building Department I� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in anymanner 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 1 10.00 Heating j Split Cooling g 3 Ton j 6.00 6.00 Hood 1 3,00 3.00 Ventilation Permit Fee $ 25.00 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, j nts osts, and expenses which may in any way accrue against s t quenc he granting of this pe mit. X - Date Signature-. Applicant - Owner K Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee x._00 o ma, TOTAL FEE $ 759.25 Hi .AZ - CUA PARK SCHL FED LPA541 HD Issue This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. TOR F BLIC WORKS eA a4st B ate lomhv PERMIT EXPIRES ate 10/1 Receipt No. 73358 PC $237.00// &Q!7!J f522. L� WHITE-O.P.W.. YELLOW-ASSFSSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTNEgF_PUBLIC WORKS -BUILDING DIVISION _. 7 COUNTY CENTER ORWE - ONNILLE�CALIFORNIA 95965 - TELEPHONE: 916/538-7541 `. PERMIT APPLICATION 'DATA SHEET •=--r} Permit No. i OWNER SM d F, 0 P_S 11,L O - A. P. No. Proposed Building Use SE Building'lnspector Date 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .......................... .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check)Gl1 9. Mobilehome installation data including manufacturer's installation instructions. y� 0 Fees of $ `a 2- , 4 ................................. -/'7— `Yy 11. Chico Urban Area fees paid ....................................... 2RO-itation Park fee paid O ) ��'►' I Schoo District fees paid .............. �o i7_ 910 approval from 01 Health Department 16 15. City of Chico plumbing pe'rmit..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) Ppy" 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 24- Contractor's license information (No., Name Style, Classifications ... 4 ertificate of Workmans Compensation Insurance .................. /0-4 7," Owner -Builder Verification (Given to owner o, Mail to owner °) Recorded copy of Agricultural Acknowledgment Statement .. .... ./o -/7- fa �S . Pttpr of signature authorization t%.% ............................. Ca, Ajivm 27. When u issue the permit, process as follows: Mail t caner. Mail to contractor. Telephone and hold for pickup at office Deliver w/inspector. Other i Applicant- Date 36 Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted^p�ior to pkrmitr issuapce: (I;�irsle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, Contractor, designeF Plans checked b, s advised of above required data by_jf-phone_ _nail_coun byate /Q s -advised of above required data by—phone—mall ou er by a "e a-- Date / �IS�� Plans approved by Date _Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916:538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER Z, ,- ZON'I �/ BUILDING PERMIT OWNER 5' v0 O s LL0 TE EPHON a SO. FT. OC . BUILDING VALUATION 1 s- I OWNER,S,M LING A RE t? �� / , � V ✓CTO -11-7 CONT 'SN /I A �(/� TELEPHONE v CONTRACTOR'S MAILING ADDRESS Fireplace 00 CONSTRUCTION LENDER UNKNOWN Total Valuation Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 13611.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ad'00 Energy Plan Checking Fee $ �r 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ B ' LDIN2jAMQRESS e-y� Permit fee $ 5 r PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 p Solar or heat pump water heater 20.00 LOT NO SUBDIVISION NAME PARCEL MAP Water piping 5.00 Q a Each gas water heater or vent 5.00 100 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 ,O Building sewer 5.00 4, 0 Mobile Home S I G I W 10.00 e TYPE OF WORK NewlZ Addition[] Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work:��— Permit Fee Contractor $ ELECTRICAL PERMIT Filing Fee 10.00 Main service 1 OR LE 8 0000 AMP ORSLESS 10.00 o.,90 Main service EA. ADO'L 100 AMP 2.50 rs CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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.E OR ADONS. ( ACC. BLOGS. , /z2sgft S 7 NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES D20050¢ ALC? 30l FIXED PR Ex. OCCUp. OUTLETS (RESID.IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 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 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 FiIingFee 10.00 Heating 10 rw lin Cooling i� Hood 3.00 .00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ J (� HAz CUA PARK SCHL I FLD I PAR I PO' I Ho I ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 3 -9'a 37,// WHITE-O.P.W.. YELLOW-ASSrSSOR. PIN. 9 C O E O -APPLICANT 5 .'CVe-� 6 CrL O ©tLe ,;GLL"4"z- RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS.ITEMS TO LOOK OUT FOR (CONY D) 64- Exterior plaster - weep screeds (Sec. 4706). 6-�>oper roof pitch for roof covering (Chapter 32). f covering type - (fire hazard). L1! Ra ter ties or bearing ridge beam. age door or porch header sizes. , Adequate bracing. .diving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Flo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 1 tic access and ventilation (Sec. 3205). l� erfloor access and ventilation (Sec. 2516). 1+4! Combustion air for fuel burning appliances. poise requirements on duplexes. adobe soils - special foundation design. 17.,,Retaining walls requiring design. 11-9..Unusual shape, size, or split level house requiring lateral design. �-!Flashing at all exterior openings. ® z D"U oA-a-7¢I /-- ( e, 6. AL F-O&eW D/1 -Po- Of.* f%1/'S) 0/0L P"T e4,4«1 Wo M47(714- lit W il- P"d s, 1 All A -&V C 0C 0 f c L -(o "�itr, ccJ es-17�>7FLc,x- O�€Pr►rc� 5/89 1 5//-89 RESIDENTIAL PLA�'N-CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 3a ie) OWNER cS-(� 04-,Sf t -(-c) A.P. # 701 SS- /% GENERAL ltr�� Zoning requirements: (sideyards and 9 Valuation. Tans signed by designer. 4. Energy Design and Compliance. 5. Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. wetbacks, sideyards, easements, etc. 3,i tether buildings or structures. 0! rading, fills, drainage. 5 -.,,Flood hazard. number of permitted living units). ial conditions on -creation map or compliance document. ��A & -FAS road setback. FT.nni? PT.AN 9-�Complete to scale plan with dimensions. z2-.---R—equired windows for light and ventilation (Sec. 1205). &'--Required windows for second exit (Sec. 1204). --�uman ---S ylights (Chapter 34 & Sec. 5207). impact glass (Sec. 5406). euired room sizes, ceiling heights (Sec. 1207). �.GFCIs in baths, garage, and exterior outlets (Article 210-8). •tS-'--L-ight fixtures, switches, receptacles, and exterior receptacles for maintenance mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or �s equipment, and plumbing fixtures. 1�" Garage firewall, door size, and closer (Sec. 503(d)(3)). !��- 3'0" exterior exit door (Sec. 3304(e)). Fhreplace and wood stove location, alcoves, and clearance. 43 ----Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 421� 4oundation plan complete enough to construct building. Floor construction details complete enough to construct building. elevations and wall construction details complete enough to construct building. l+� Roof construction details complete enough to construct building. fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). i:�Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 1 c . CERTIFICATE OF COMPLIANCE: RESIDENTIAL -' * Page 1 CF-sdR Project Title.......... Lot 17-w.Dr. Date........ 08/16/90 Project Address........ Lot 17 PegZ':-� Dr. --------------------- Documentation Author... Willard Greene ; Building Permit # Company ................ Delineated Designs Telephone .............. (916)722-2828 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate .Zone........... 11 --------------------- ,________________________________________________ .___________________________________________________________.___---____________ MICROPAS3 v3.01 File-ORSLOTI7 Weather-CTZ11 Program -FORM CF -1R User#-MP0828 User -Delineated Designs Run -1566 Sq Ft residence ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1566 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Infiltration Control....... Standard BUILDING SHELL INSULATION ------------------------- Component Insul Type R -value Location/Comments Wall R-11 front, left, back, garage, right Roof R-30 attic Floor R-19 to crawlspace Door R-0 front door, garage door Glazing Orientation ------------------- Window Front (E) Window Left (S) Window Back (W) Window Right (N) GLAZING Area # of Interior (sf) Panes Shading ------ ----- ---- 54�2 drapes 8 2 drapes - 110 rapes110 2 drapes 12 2 drapes Exterior Shading Overhang -------- 50% bug screen Yes 50% bug screen Yes 50% bug screen Yes 50 % bug screen Yes ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value r�----------------------------------------------- Gas 0.720 SE Attic R-5.8 Air Conditioner 9.00 SEER Attic R-5.8 Framing Type Metal Metal Metal Metal CERTIFICATE OF COMPLIANCE: RESIDENTIA Page 2 CF-1R. VQ;��tJtil=`=_=___-_______--_--______-__-----_-_ Project Title.......... Lot 17 ^ Dr. Date.....,.. 08/16/90 MICROPAS3 v3.01 File-ORSLOTI7 Weather-CTZ11 Program'-FORM'CF-1R --R-- User#-MP0828 User -Delineated Designs Run -1S66 Sq Ft residence ----------------------------------------------------------------------------- ACTUAL HVAC SYSTEMS ------------------- Actual Output Manufacturer and Model #+ Actual System Efficiency (Btuh) (or approved equal) --------------- ----------- -------- --------------------------------- Heating Cooling Cooling Coil CEC Maximum Output for Gas Central Furnaces: S2000 Btuh WATER HEATING SYSTEMS --------------------- Tank Capacity Manufacturer and Model # Energy System Type (gal) (or approved equal) Credits ------------------------------------------------------------------------ Meets CEC Minimum None SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3, CF -1R Project -Title .......... Lot 17-&��w.Dr.Date ........ 08/16/90 MICROPAS3 v3.01 File-ORSLOT17 Weather-CTZ11 Program -FORM CF -1R User#-MP0828 User -Delineated Designs Run -1566 Sq Ft residence ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, -Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the.individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Name.... Company. Address. Phone... License. Signed DESIGNER OWNER (date) DOCUMENTATION AUTHOR Name.... Willard Greene Company. Delineated Designs Address. 7250 Auburn Blvd. Ste H ,Citrus Heights, Californi Phone... (916)722-2828 Si g n e d 19A11-�V (date) Name.... Steve Orsillo Company. Steve Orsillo Const. Address. Phone... Signed Name.... Title... Agency.. Phone..: Signed (date) ENFORCEMENT AGENCY (date) COMPUTER METHOD SUMMARY t �-�-. Page 1 C -2R Project Title.......... Lot 17 C1er. Date........ 08/16/90 Project Address........ Lot 17 Vie, Dr. --------------------- Documentation Author... Willard Greene ; Building Permit # Company... ............. Delineated Designs Telephone .............. (916)722-2828 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11--------------------- MICROPAS3 v3.01 File-ORSLOTI7 Weather-CTZ11 Program -FORM C -2R User#-MP0828 User -Delineated Designs Run -1566 Sq Ft residence --------------------------------------------------------------- ____________________________ MICROPAS3 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance - _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = - - Space Heating.......... 26.44 22.04 ---------- 4.40 = - Space Cooling.......... 21.74 24.03 -2.29 - - Water Heating.......... 13.03 13.03 0.00 = - Total 61.21 59.10 2.11 - _ ** Building complies GENERAL INFORMATION Conditioned Floor Area..... 1566 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 12528 cf Footprint Area ............. 1566 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 11.7 % of FA Average Ceiling Height..... 8 ft Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor Cond- Area Volume # of Thermostat itioned (sf) (cf) Units Type Yes 1566 12528 1.00 Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Lot 17 Pvsm-t4,eiN Dr. Date........ 08/16/90 MICROPAS3 v3.01 File-ORSLOT17 Weather-CTZ11 Program -FORM C -2R User#-MPO828 User -Delineated Designs Run -1566 Sq Ft residence --------------------------------------------------------------------------- --- OPAQUE SURFACES GLAZING SURFACES Area U- Insul Act Surface ------------ Solar Location/ Form 3 Surface --,---------- (sf) ------ value ----- R -vat ----- Azmth Tilt Gains Comments Reference HOUSE 42 Glass Shade ----- ---- ----- ---------------- ------------ 1 Wall 351 0.098 R-11 90 90 Yes front 2 Wall 296 0.098 R-11 180 90 Yes left 3 Wall 295 0.098 R-11 270 90 Yes back 4 Wall 174 0.098 R-11 360 90 No garage 5 Wall 100 0.098 R-11 360 90 Yes right 6 Roof 1566 0.033 R-30 0 0 Yes attic 7 Floor 1566 0.037 R-19 0 0 No to crawlspace 8 Door 21 0.330 R-0 90 90 Yes front door 9 Door 18 0.330 R-0 360 90 No garage door GLAZING SURFACES EXTERIOR SHADING Area Shading SC of Surface ------------ (sf) ------ SC Interior SC HOUSE Area # of Frame Open U- Act 42 Glass Shade Gls+ Surface ----------- (sf) ----- Panes Type ------------- Type ------ value ----- Azmth ----- Tilt ---- Only ----- Type ---------- Shade ----- HOUSE 0.84 4 Window 80 50% bug screen 0.84 5 Window 1 Window 42 2 Metal Slider 0.65 90 90 0.77 drapes 0.66 2 Window 12 2 Metal Slider 0.65 90 90 0.77 drapes 0.66 3 Window 8 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 4 Window 80 2 Metal Slider 0.65 270 90 0.77 drapes 0.66 5 Window 30 2 Metal Slider 0.65 270 90 0.77 drapes 0.66 6 Window 12 2 Metal Slider 0.65 360 90 0.77 drapes 0.66 OVERHANGS Area Window'Overhang Overhang Surface ----------- (sf) Height ------ ------ Length -------- Height -------- HOUSE 1 Window 42 3.5 2.0 0.5 2 Window 12 3.0 2.0 0.5 3 Window 8 1.0 2.0 0.5 4 Window 80 6.7 2.0 0.5 5 Window 30 5.0 2.0 0.5 6 Window 12 3.0 2.0 0.5 EXTERIOR SHADING Area Shading SC of Surface ------------ (sf) ------ Type --------------- Ext Shade HOUSE --------- 1 Window 42 509o, bug screen 0.84 2 Window 12 50% bug screen 0.84 3 Window 8 50% bug screen 0.84 4 Window 80 50% bug screen 0.84 5 Window 30 50% bug screen 0.84 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Lot 17 Pe-ak—Viea Dr. Date......`.. 08/16/90 MICROPAS3 v3.01 File-ORSLOTI7 Weather-CTZ11 Program -FORM C -2R User#-M.PO828 User -Delineated Designs Run -1566 Sq Ft residence -----------------------------------------=-----------------------------------.-- EXTERIOR SHADING ---------------- Area Shading" SC of Surface (sf ) Type Ext Shade 6 Window 12 50% bug screen 0.84 HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ---------------------------------------------------------- HOUSE Gas 0.720 SE Attic R-5.8 0.835 Air Conditioner 9.00 SEER Attic R-5.8 0.825 WATER HEATING SYSTEMS Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Lot 17 fit-14?-e?�! -Dr. Date........ 08/16/90 Project Address........ Lot 17 w Dr. --------------------- �4A Documentation Author... Willard Greene ; Building Permit # Company. ............. Delineated Designs Telephone. ............. (916)722-2828 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS3 v3.01 File-ORSLOTI7 Weather-CTZ11 Program -HVAC SIZING User#-MP0828 User -Delineated Designs Run -1566 Sq Ft residence ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY GENERAL INFORMATION ------------------- Cooling Floor Area ................. 1566 sf Volume ..................... 12528 cf Sizing Location............ MARYSVILLE n/a Latitude ................... 39.2 degrees Winter Outside Design...... 32 F, -61DO Winter Inside Design....... 70 F, Sensible Load .................... Summer Outside Design...... 1.0,2 F n/a ----------- Summer Inside Design....... 78 F ----------- 29220 Summer Range ............... 36 F Shading Used ............... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, 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. CEG Maximum for gas central furnaces only: 45000 + 100.0 x (0.72 - 0.71) x 7000 = 52000 Btuh Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ------------ Opaque Conduction and Solar...... 9183 5008 Glazing Conduction ............... 4545 2870 Glazing Solar .................... n/a 9554 Infiltration ..................... 6615 2603 Internal Gain.... .............. n/a 2100 Ducts ............................ 2034 2214 Sensible Load .................... 22378 24350 Latent Load ...................... n/a ----------- 4870 Total Load 22378 ----------- 29220 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, 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. CEG Maximum for gas central furnaces only: 45000 + 100.0 x (0.72 - 0.71) x 7000 = 52000 Btuh �. .r r -vs. .rte ins ,:i ..�` ,.� „�Ar%.�.. sT"y"R ��i f�1'i`f+�•i.aT '�iSy! �if .C��Y',�s�tyK1�j v . BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION.FORM (One Form per Building) 1 A.P. Number.%2"� '�7 Building Department No. School'^District b/e0. fi'JL6 City Q County Jurisdiction Property Owner 51F, V e o R s/ L L 0 ! Project Location/Address V(iCJ �i��S 4 ' /7Subdivision Lot Number Residential Development: Sq. Footage of Living MHI Addition (Group R) Units "Mz� it Commercial/Industrial: D a Sq. Footage New Addition (Including Exterior Roofed Areas)- Buildigo Department Representative 4 .`Dat **�r�t**�k,t�F�t,k***1k*fit*�t�lr�t�t*qtr*�t*�Iryk�k*.�Fyk****�t ""i e- ,� ,r?• (Floor Plans reviewed by School Dist rr}c4 ��Pe s n"nel) 17 District *Id No. .a Il j1�/j-�1 —..+Cot.:'.'. i1JG ` Lfi%i . School District certifies that L.1, (Applicant Name) - (Phone Number) (Street Address) - -- (City) (State) (Zip Code) has complied with the requirements• of,.Resolution No. by the payment of representing I.S(o 7 square feet. /Q 71,16 School D rict Representative Date l PAID BY CHECK NO. REMARKS: BANK NO PAID BY' CASH white -applicant, yellow-building.department,-pink-school district. SCHOOL.FEE (8/88) Buildina Department 4: Environmental Health JECT: Sanitation Clearance c ` Owner / , C Location AP# a Approved for• Sewage Disposal % Water Supply::. 3 final for: sl clearance O.R. for: srarce for bedroom mobile:,'home. Other Water Supply Water Supply :i -- - Date itarian 70 Buildina Department 'ROM: Environmental Health =:JBJECT: Sanitation Clearance Owner Location AP# an Approved for: Id final for: Yal clearance O.K. for: Sewage Disposal tararce for bedroom mobile home. Other Water Supply ! Water Supply Water Supply 'tarian Date Retu> n to DPW AGRICULTURAL STATEMENT OF AC;Ga1i OWLEDGEIUM FOR RESIDENTIAL DEVELOPMENT 90-44685 Section 26-8.1 of the Butte County Code, �- requires this acknowledgement be recorded prior to issuance of a building permit. - The property described herein is adjacent to land or included within an area zoned 90-044685 Rec Fee 9.00 for agricultural purposes, and residents1 Cash 9.00 of this property may be subject to incon- Recorded f ' veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of f but not limited to herbicides, pesticides, Butte ; and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder but not limited to cultivation, plowing, i 1 : 39pm 17 -Oct -90 X ' ` 3 spraying, pruning, and harvesting which _ occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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 fhat real.:pro:pert y.situate in the County of Butte, State of California, described as follows: C -kA l,�C�P�� `7ESG12-1P�o� Date: �C PROP 1 S: State of C.° L -lam ) On this the 7kay of cam-' % 19 9D, before me, the SS. undersigned Notary Public, personally appeared County of �i ) !_ (5TE�' 5 10 / I -L -D Personally known to me. ■a�■■■■se■o■■■■®ta�r.�■■eo• �f �.,�,�, Pio CYNTHIA A. COLLIER to be the person(9j whose name /S NOTARYPUBLIC-CALIFORNIA 1ubscribed to the within instrument and acknowledged that ■ ,, Butte County Vexecuted the same for the purposes therein contained. IN WITNESS ■ My Commission Expires Oct. 30,1992 ■ i1JHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public DESCRIPTION s`'1 90 4.4685�y �:rr �i -. - ORDER sNO BU ALL THAT 'CERTAIN j' REAL PROPERTY ; :•SITUATE ,IN THE STATEF CALIFORNIA COUNTY -OF .BUTTE - DESCRIBED AS FOLLOWS:" i} PARCEL I: � .. -` v .. .i ..� -.: .. •: - . .. .: t" � fir-' lrn%^is+.8?..f i',e �',. PARCEL 4, AS SHOWN ON THAT CERTAIN +PARCEL MAP, RECORDED ';IN THE :," OFFICE OF THE RECORDER OF. THE -COUNTY OF; BUTTE, STATE `OF CALIFORNIA, ON JULY 5, 1983, IN BOOK 93 OF MAPS,_AT PAGE(S) 7. RESERVING THEREFROM A NON—EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER VIEW CREST_DRIVE, AS SHOWN ON THE ABOVE MAP. PARCEL II: A NON—EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER VIEW CREST DRIVE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON -JULY 5,' 1983, IN' BOOK - 93 - OF MAPS, AT PAGE(S) 7. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. PARCEL III: A NON—EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 3 AND 4, KNOWN AS VIEW CREST DRIVE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE - OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 4, 1981, IN BOOK 83 OF MAPS, AT PAGE(S) 68. PARCEL IV: AN EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND.60 FEET IN WIDTH AND LYING 30.00 FEET ON EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 20, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE ALONG THE NORTH LINE OF SAID SECTION, NORTH 89 DEG. 52' 43" EAST, 1305.50 FEET TO THE CENTERLINE OF OROVILLE—FORBESTOWN ROAD; THENCE ALONG SAID CENTERLINE, SOUTH 9 DEG. 31.1•02" EAST, 189.72 FEET TO THE BEGINNING OF A 250.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 DEG. 19' 56", AN ARC DISTANCE OF 75.63 FEET TO THE TRUE POINT OF rONTTNTJPD 190-4 4-685 w= ..icy o.f # mfr f �ty� .'Y�•RW( •kms. `'. 7 ORDER NO _ BU 111723 3 > ke, PARCEL IV: CONTINUED Y` BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE LEAVINGF-:k ,.., SAID COUNTY ROAD, SOUTH 82 DEG. 11' 06" EAST, 188.05 FEET TO,THEz- BEGINNING OF A 150.00 FOOT RADIUS CURVE TO THE RIGHT; THENCEN, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67 15' 1311, AN ARC DISTANCE OF 176.07 FEET; THENCE SOUTH 14 DEG. EAST 88.27 FEET NE T IU CU A CURVE TO THE LEFT, THENCE ALONGTHE ARC OF SAID CURVE A' CENTRAL ANGLE OF 140 DEG. 23' 30", AN, ARC DISTANCE OF 245.03' FEET; THENCE NORTH 24 DEG. 40' 37" EAST, 87.72"FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE TO THE .RIGHT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 23 DEG. 35' 37", AN ARC DISTANCE OF 82.36 FEET; THENCE NORTH•48 DEG. 16' 14" EAST, 201.89 FEET TO THE BEGINNING OF A 100:00 .FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 136, DEG. 43' 48", AN ARC DISTANCE OF 238.64 FEET; THENCE SOUTH 5 DEG. 00' •02" WEST, 76.44 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE TO -THE LEFT; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40 DEG. 02' 0011, AN ARC DISTANCE OF 139.74 FEET; THENCE SOUTH 35 DEG. O1' 58" EAST, 259.70 FEET TO THE BEGINNING OF A 150.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 DEG. O1' 58", AN ARC DISTANCE OF 91.72 FEET TO POINT "A"; THENCE EAST 158.02 FEET TO THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28 AND THE END OF SAID CENTERLINE. PARCEL V• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND,60.00 FEET IN WIDTH, IN THE NORTHEAST -QUARTER OF SECTION 20, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., LYING 30.00 FEET•ON EACH SIDE OF"THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT IN THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 20, SAID POINT OF BEGINNING BEARS SOUTH 0 DEG. 20' 41" EAST, 845.62 FEET FROM THE NORTH QUARTER CORNER OF SAID SECTION 20; THENCE FROM SAID POINT OF BEGINNING, NORTH 89 DEG. 58' 51" EAST, 61.29 FEET; THENCE SOUTH 36 DEG. 44' 37" EAST, 281.68 FEET; THENCE SOUTH 11 DEG. 10' 05" EAST, 359.83 FEET; THENCE SOUTH 34 DEG. 37' 38" EAST, 218.74 FEET; THENCE SOUTH 7 DEG. 32' 41'1, 195.03 FEET; THENCE. SOUTH 7 DEG. 04"' WEST, 349.77 FEET, THEN CE SOUTH 33 DEG. 17' 51" WEST, 168.28 FEET; THENCE SOUTH 9 DEG. 39' 48" EAST, 130.75 FEET; THENCE SOUTH 32 DEG. 04' 24" EAST, 236.58 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 20, AND THE END OF SAID LINE. END OF DOCUMENT Certificate of Compliance: Residential Climate Zone 11 Mandatory Measures Checklist: Residential MF -1R 677U& cA51 L L O j Project Tlde NOTE: Lowrise residential buildings subject to the Standards must contain these measuresregardless of the compliance �1 1 ,� _ _ ` /� C. /� approach used Items marked with an asterisk (') may be superseded by more stringent compliance requum eerits listed �/� &S Bu ermit # r on the Certificate of Compliants Wben this checklist is incorporated into the permit document%. the features noted shall Project Address �D ,s �p be considered by all parties as binding minimum component performance specirkati ns for the whether they are shown elsewhere in the documents or on this checklist only. measures edc y / Date Documentation Author Telephone Eforeanent6enoY Use Only Agency DESCRIPnON DESIGNER ENFORCEMENT _ BUILDING DATA 1 Z r� ?J4aL Glass Area % Grass � East ( )� North Z e Conditioned Floor Area 5&7 Slab sed -FI Number of Stories ( Numberof,Urtits 7_ East South T [-'Sin a Family Detached (SFD) [ ] AdditionAlone West West ( ) -7.0 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight _6z -1;9- [ ] multi-Family(MF) (] Existing -Plus -Addition Total k!�_ Type/Covering BUILDING SHELL INSULATION Area Thickness (slab/exposed, tile, etc.) (Sf) (inches) Location/Description (kitchen. bath. etc.) Component Insulation L.ocatioNComments -i&-- Type R -Value (attic, to garage, cMical, etc.) Wall .............. I / Wall .............. Roof ... .......... o Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type !'1..e.,• .:..., i -cam ... ._ .. ... - - - - - North ( ) 1 Z r� ?J4aL North ( ) Z � East ( )� ta4.�A�s _ ] East ( ) • . 1 South Btuh South ( ) HOT WATER SYSTEMS West ( ) //0 w b West ( ) equal) Special Feature(s) 1 1 Skylight....... ---- — --�'— THERMAL MASS t Type/Covering Area Thickness (slab/exposed, tile, etc.) (Sf) (inches) Location/Description (kitchen. bath. etc.) -i&-- HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency conditioner, heat pump) (SE. SEER.HSPF) Location (attic, etc.) Duct R -Value Output Manufacturer / Model # (Btuh) (or approved equal) .7�L_ C • . 3933 3 - Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) r71' VOL • &ITS SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R.Value. §2-5352(c): Minimum wall insulation in framed walls R- I 1 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 pemr(urch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(p: Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows wcatherstripped; all joints and penetrations caulked and sealed §2-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. §2-5352(d). Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a Tight filling, closeable metal or glass door b. Outside air intake with damper and control a c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach cakuLtions. 12-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. ' §2-5316(a): Ducts consuucted, installed and insulated per Chapter 10. 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and fauces certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). 12.5312(Exception 1): Pipe insulation on steam and steam condensate return A recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a On/off switch on hearer. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal cfriciency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.5352(1): Lighting - 25 Iumens/wau or greater for general fighting in kitchens and bathrooms. 62-5314(c): Gas fucd appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigcrator-freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEM WT This certificate of compliance lists tlr_ building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapta2. Subchapter4. Article 1 of the California Administrative code. This oertificalte has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer 'A Y (/ Documentation Author Building Owner Name: TttWFum: Address: Telephone: (signature) (date) Enforcement Agency Name: Name: TitWFurm Age Address: Tetrrtivvn. 1. Ceiling Insulation 1.1 -value 0.50 -176 Number of stories -54 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 1.1 -value 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.C6 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 Ll -value -144 -70 -46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47' -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 4 40 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 .22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 .2 .2 R-19 .1 .2 .2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Speaf"tion Points Standard. 0 6. Glass Heat -Loss Total Exterior Wall Slab Floor Effective Percent class Mass U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 37 -26 -14 -3 8 35 -75 -29 -19 .9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 46 -14 .7 0 7 14 24 43 -12 -5 1 8 14 23 -40 -11 4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Gran (percent &I&= x SC) Effective Exterior Wall Slab Floor Effective Percent class Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 -4 I!. Shading (Shade Closed) Exterior Wall Slab Floor Effective Percent class Mass SEER (percent glass x SC) Family Effective Stories Detached /CFA One Two %Glass Nom East South West SkyiiQfn 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 37 na 11 -7. -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 .30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 rw . not aflnlrad 3 7 8 10 9. Interior Thermal Mass Interior Exterior Wall Slab Floor Raised Floor Mass SEER Stories Family Multi Stories Detached /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall Single. Family Singfe- 16 or SEER less Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or 13SPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assumes ducts In attic) Stm of 7-10 -25 or -24 to 1.14 to -410 Sum of 1-6 16 or SEER less -15 t .5 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 12 9 Effective SE or HSPF -1 0 (SE or HSPF x duct ef7lciency) 20% Effective -25 or -24 to -1410 -18 •4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 .9 -8 -7 .5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assumes ducts In attic) Stm of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached -25 or -24 to 1.14 to -410 +6 to 16 or SEER less -15 t .5 +5 +15 more 8.0 -14 -12 -10 3 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 0 Effective SEER 20% HWR -18 (SEER xluct efficiency) -7 -6 70% Sim of 710 -25 -16 Effective -25 or -24 to -14 to .4b +6 lo 16 or SEER fess -15 •5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 3 -4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 Eff. % Glass Unit Size (sQ x Water 3 q 11199 1200; 1700 22W 2700 Heater (;(edit or' to to to or Type Type less '1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 R-value[19] WSB 5 3 3 2 2 or POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 20% HWR -18 -12 -9 -7 -6 70% WSB -25 -16 .12 -10 -8 01/. POU -18 -12 -9 -7 .6 IG None -5 -3 -2 -2 -2 2.7 Solar 7 5 4 3 2 4.2 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 1.6 Solar 8 5 4 3 3 3.1 POU -10 -6 -5 -4 .3 4.6 Multi -Family (Individual 52 units) 20% 0.3 0.6 0.8 Unit Size (s 1.2 Water 1.6 699 700 200 1700 2200 Heater Credit or to to 10 or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4.7 WSB 9 4 3 2 2 0.7 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 3.6 Solar 2 1 1 0 0 5.1 HWR -23 -12 -8 3 -5 1.1 WSB -25 -13 -8 -6 -5 25 _ P_QU -23 _12 8 -6 -5 IG None -8 -4 -3 -2 .2 S.3 Solar 6 3 2 1 1 1.1 POU 1 0 0 0 0 IE None 30 -15 -10 -8 -6 4.1 Solar 18 9 6 4 4 5.6 POU -8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 Eff. % Glass SCORE CARD x 3 q X S Measures = 39 .. Interior Mass/CFA 1. Ceiling Insulation 3 a or TYPE 1 MASS AREA �� B TT►x 2 PSS U -value [0.030] AREA 2. Wall Insulation / 1. or AREA __ B - R-value[11] AREA U -value [0.098] 3. Raised Floor Insulation / �/ or Effective SE or [0.7216.61 HSPF [0.56/5.15] R-value[19] U -value [0.0371 1�.7.°slx:•..II It Ic.ya.d .1_b) 4. Slab Edge Insulation .S Cr -- or Type [SG1 Credit [none] t TYPE 1 KASS `IULIC + 1.2, le: exposed slab) S. Infiltration Standard 6. Glass Heat Loss 0% 5% 10Y. 15% 20% 2S% 309. 35% 40% 4S% 50% 55% 60% 69t 70% 75% 80% 859. 90% 9S% 100% 105*/. 110*/. 11S% 1207: 12511 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 T.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5 6 30% 0.S 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 2.6 28 3 3.2 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5 6 58 4075 0.7 0.9 1.1 1.3 1.S 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 So% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.6 4 42 4.4 4.6 4.8 5.1 S.3 S.S 5.7 S.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.S 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60*/. 11.2 1.4 1.7 1.9 21 2.3 2.S 2.7 29 3.1 3.3 3.S 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 S.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 28 3 3.2 3.4 35 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 6.4 707. 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 21 23 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.5 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 807: 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.0 5.1 54 56 5.8 6 62 64 66 85% 1.41.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 907: 1.5 1.7 2 2.2 24 26 2.8 3 32 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95%1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6 9 7.1 115% 2 2.2 2.4 2.6 2.83 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 6.S 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 Eff. % Glass SCORE CARD x 3 q X S Measures = 39 .. X ln 1. Ceiling Insulation 3 a or TYPE 1 MASS AREA �� B R -value [38] U -value [0.030] AREA 2. Wall Insulation / 1. or AREA __ B Exterior Wall Mass R-value[11] AREA U -value [0.098] 3. Raised Floor Insulation / �/ or Effective SE or [0.7216.61 HSPF [0.56/5.15] R-value[19] U -value [0.0371 SEER [9 5] 4. Slab Edge Insulation .S Cr -- or Type [SG1 Credit [none] R -value [0] F2 factor 10.77] S. Infiltration Standard 6. Glass Heat Loss 7)1-) L_ L J Type [double] U -value [0.65] 9'o Total Glass (161 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North X 77 = 1, J_- b. East -' x i� C. South X d. West - x e. Skylight x f4m_ = e- 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zona] Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass .x. x 3 q X S X = 39 .. X ln F :L, ✓� X = �r TYPE 1 MASS AREA �� B InteriorIv`aas�CFA COND. FLOOR AREA TYPE 2 MASS AREA __ B Exterior Wall Mass ND. FLON AREA X SE or HSPF Duct EfFciWcy [0.78] Effective SE or [0.7216.61 HSPF [0.56/5.15] SEER [9 5] Dula Efficiency [0.741 Effective SEER 17.031 .S Cr -- Type [SG1 Credit [none] Point Scores no 0 Sum 1.6 -t 3 Sum 7-10 j SIT E PLAN _ ; . ......... ........... ........ .. .. .. .... .......................... PLANNING DIVISION- BU14DI GKAN APPROVAL 1-0 _ Use: Date:Ll� - - Parking:.__ Landscaping: Othero�� / �► I ` ........... .. . c c c s 9 ............. r - - -. ----- .. CA ------- ..... ............ _ ...... — — ... . _..t.... ..... _ kc i p ......... . ... .......... ...... ......_._... I ...........;......:......... {.._.... _........... _...--...._...........- ..._..._......._....._. _. _..........._....._..........._....._. ......._....-----•.-..... _..... ......_................................... _..... ....-_-_...._...........-..... -........... -..... -..... ...... _..... _........... - ..... -........... _..... -- ..... _........... -..... _........... _..... Assessor's Parcel Number [] Owner Name � Address / Phone. Nc Site Location Name - . ❑ © F51-. U © 51Scale: 1" _ _ 14.1-7A= FOR OFFICE USE.QNLY _ PROVIDE FOR ALL Zoning: ADJACENT PARCELS SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.0(r USES: SIT E PLAN :...._.z .................. . .... PLANNING DIVISION - BU N APPROVAL ..... 7)Zb OVAL- - Use:Date: a 9 X - - - :.....�.....:. T.....;. -Landscaping: Parking: Other. p\� 6� —I .. .. Signature: - -..... . ..... . r VIP o n M..............4 i .. _ ..K4... �......_.._ ....... _ / ,ate � ... ... �....t... F....... ._ = _.- ---- .. -- _ ..i....:.. _ kc - P.. ...; - O ' I3 5L. $ .: .. Assessor's Parol Number F01 © 0 e ❑ ©©® U ©M' Scale: 1" = Owner Blame . Address / Phone No Site Location ---� Contact: Name clobv71M . FOR OFFICE USE -ONLY Zoning: General Plan Desig: Size, Acnes 4.o(r PROVIDE FOR ALL - ADJACENT PARCELS SIZE (AC): ZONING: -GEN PLAN -!USES: - - SI i PLAN ...... _ .. ------------ _ ... _ ._..__._. _....._........... _..... _ _ .. _ _ .. _ __ __ : _ . _ ...................... . __..__ . _ -• _ .. _. _ ...... -_ ------ _ .. ._ _ -- .....__..___ ..__ ..._ _.._ ___ .. _-----_ -_ ----------- — .._.....__.:.__._ ....... _ _ ----- — ----- ..__ . _._ ....t................... � ...•. ••__ • .. •. ' a9X •. . :.. i............. .. . - ..- --- ............./ .__ ...•.._.. • ..... .. _ . _ ._ ;....... N .. _ -- _ UJ M ;....; i. _ U_l 0 0 0 _ .. .. _ . 1 _ - - .. ..... CA E.... t... ....}.. .. / .. .. -ol— _! p....;. :......: . ...: .. .... mss. � � � •• - -- •• - - . . .. QSL. 5' .. .._ . -- .. .. ._............l....._.............l...... :..... :...... ! Assessor's Parcel Number Fol © ❑2 Owner Name (-DyL— �S Address I Phone No.. Site Location viaj Contact: Name- ❑ © © ® U © M Stale: 1" = FOR OFFICE USE ONLY _. Zoning: General Plan Desig: Size, Acnes - 4.0(r PROVIDE FOR ALL ADJACENT PARCELS SIZE ZONING:. 'GEN PLAN: USES: 3 : 4r "�{,.�+'l' •�.�„ �ri'i�i ,, • �pgi•"..�?r;:r r :"t•'.:. ' : '•3.. .'��.��',"' -- `` � •�! `.�.�,..r"!�!`> .�'+':., s: •; Y.'�fl J o, h • 4 Z w f 0 •�� 04 t s.. oU / I EE� 1s' �� I • K ti .� i 1► •n w . i r . I I . \ v �V ' �.I( .er '�' it • £�, -- - -- . .. _ _ � l � T i t / I I M' 1 �•� � a- 1 o ' l 00 ' � I ext �. � 3•�_ —�4 . I : CI- -44 1 i I t$•f- y I = •eb > `' oy Irt CIS 2 � I W ,� a ars �� •'R: � ; _ .. CA I t v 4 Dar t & [ I . a acv =a . ... . . . --- .. ..—. -.. . . . ..j Al lifornia Department of Forestry and Fire Protection Butte County Fire Department B Fire Prevention ureau 072 o r 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 aF�ax Building Permit #()-i- 6L� l F I W 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. C Public Resources Code 4290 S ARTICLE 1. ADMINISTRATION A 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to F 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 consistent with Sections shall provide unobstructed traffic circulation during a wildfire emergency 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire T T U 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, I 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 R 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. T 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. SRA Development Requirements, Revised 01/10/07 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. (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. 2 SRA Development Requirements, Revised 01/10/07 I I_ 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from 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 visible 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 jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses 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 driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (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 and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. SRA Development Requirements, Revised 01/10/07 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 v 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: 4 SRA Development Requirements, Revised 01/10'07 (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 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 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. (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 growth. (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 structure. 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 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. Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7 Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split (regardless of parcel size) after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect your official parcel map to confirm if sprinklers are required. If you are building a new residential structure on a parcel 3 acres or larger, you are required install an automatic fire sprinkler system in accordance with the National Fire Protection Association standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. SRA Development Requirements, Revised 01/10/07 5 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. 704A.1.2 Roof coverings 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'/ 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 ore/Fireprevention/protplan/protplan.html 6 SRA Development Requirements, Revised 01/10/07 E771 "AIL" Ilk NVA Mdek Indeustries, Inc- Westem Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 Client c- e -- I i Location vq Lc I -D_ No-- I—L-)09 Date Job Info I.C.C. EVALUATION SERVICE INC. ESR -1311 95-43.01 MER—OA275 7-7- TEMMR PRODUCTS BUTTE MCK SUMMARY SHEET COMMENTARY AND COUNTY SEE SCSI -131 SUMCOM INSPECTI MAR 2 3 2007 RECOMMEDATIONS FOR HANDLING, INSTALLING & 105 SE 12A&Aveme %nemmer. Wasbkgtm 98624 BRACING METAL PLATE CONNECTED WOOD TRUSSES Phone(530)499-3840 DEVERVICESELOPMENT Fax (530) 1499 S I.C.C. EVALUATION SERVICE INC. ESR -1311 95-43.01 MER—OA275 7-7- 24=0-0 Job SPACING 2-0-0 Truss Type DEFL in (loc) I/deft L/d Ply STEVE ORSILLO- 24X36 Plates Increase 1.15 TC 0.37 Vert(LL) 0.00 20 n/r 120 MT20 220/195 (Roof Snow=20.0) - R24673517 BC 0.17 Iftss AE FINK [0tyPB095 1 WB 0.04 Horz(TL) 0.00 20 n/a n/a BCLL 0.0 Code UBC97/ANS195 (Matrix) Job Reference (optional Moss Lumoer, Keaaing, Ua 2.0-0 12-0-0 44 = R 12.0-0 2-0-0 Scale - 1:45.1 4x4 - 24-0-0 LOADING (psi)PLATES SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d GRIP TCLL 20.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.00 20 n/r 120 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.17 Vert(TL) -0.01 21 n/r 90 TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 20 n/a n/a BCLL 0.0 Code UBC97/ANS195 (Matrix) Weight: 142 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G OTHERS 2 X 4 DF Stud/Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 2=239/24-0-0, 11=68/24-0-0, 31=68/24-0-0, 32=102/24-0-0, 33=99/24-0-0, 34=98/24-0-0, 35=100/24-0-0, 36=93/24-0-0, 37=121/24-0-0, 38=42124-0-0, 29=68/24-0-0, 28=102/24-0-0, 27=99/24-0-0, 26=98/24-0-0, 25=100124-0-0,24=93/24-0-0, 23=121/24-0-0, 22=42/24-0-0, 20=239/24-0-0 Max Horz2=-64(load case 8) Max Uplift2=60(load case 7), 32=-11(load case 7), 33=•10(load case 7), 34=-9(load case 7), 35=-11(load case 7), 36=-5(load case 7), 37=-28(load case 7), 38=-15(load case 2), 28=-11(load case 8), 27=-10(load case 8), 26=-9(load case 8), 25=-11(load case 8), 24=-5(load case 8), 23=28(load case 8), 22=-15(load case 3), 20=-74(load case 8) Max Grav2=381(load case 2), 11=71(load case 8), 31=82(load case 2), 32=116(load case 2), 33=113(load case 2), 34=111(load case 2), 35=115(load case 2), 36=101(load case 2), 37=160(load case 2), 38=80(load case 4), 29=82(load case 3), 28=116(load case 3), 27=113(load case 3), 26=111(load case 3), 25=115(load case 3), 24=101(load case 3), 23=160(load case 3), 22=80(load case 4), 20=381 (load case 3) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/81, 2-3=-52/33, 3-4=-37/37, 45=-20/46, 5-6=-18/55, 6-7=-18164, 7-8=-1 817 3, 8-9=-18/82, 9-10=-20/91, 1011=-6/95, 11-12=-6/94, 12-13=-20/86, 13-14=-18/71, 14-15=-18/57, 15-16=-18/42, 16-17=18/28, 17-18=-19/19, 18-19=-13/27, 19-20=-52/14,20-21=0/81 BOT CHORD 2-38=-1157,37-38=-1/57,36-37=-1/57, 35-36=-1/57,34-35=-1/57,33-34-1/57, 32-33=-1/57,31-32=-1/57,30-31=-1/57, 29-30=-1/57, 28-29=-1/57, 27-28=-1157, 26-27=1/57, 25-26=-1/57, 24-25=-1/57, 23-24=-1/57, 22-23=1157, 20-22=-1/57 WEBS 10-31 =-53112, 9-32=-90/22, 8-33=86/21, 7-34=-85/21, 6-35=-86/21, 5-36=82/19, 4-37=-104/28, 3-38=-52/12, 12-29=-53111, 13-28=-90/22,14-27=-86121,15-26=-85/21, 16-25=-86/21,17-24=-82119,18-23=-104/28,19-22=-52/12 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00. 2) 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 l4 End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002, 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 l' WARNING -Yeryf deatgn parameters and READ NOTES ON TWS AND INOLr1DED NITEE REFERENCE PAGE NII --7473 BEFORE USE. Design valid for use only with Mifek 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 frust designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BC511 Bugding Component Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. March 1 1 Tek 7777 Greenback Lane, Suite 109 Citrus Helahts, CA, 95610 Job Truss Truss Type Qty Ply STEVE ORSILLO- 24 X 38 R24673517 P9095 AE FINK 2 1 Job Reference o tional MOSS Lumaef, Keaatng, us NOTES 9) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard WARNINO - Verj fy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE =-7473 BEFORE USE. - ■U_ Design valid for use only with Mrek connectors. This design is based only upon parameters shown, and is for an individual building component, its/ Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Mi Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity, of the 1 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vow — aea�oaa.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality CrBefia, DSB-89 and BCSIT Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Job Truss Truss Type Qty Ply STEVE ORSILLO-24 X 36 P9095 A SCISSORS 17 1 _ 824673516 Moss Lumber. Redding. Ca Plates increase 1.15 TC 0.42 Vert(LL) -0.17 9-10 >999 360 Job Reference o ti nal ., - viun amu 1a uvwi z zuut rage1 2.0-0 6.0-0 6.0-0 8-0-0 6-0-0 2-0-0 Scale = 1:45.8 4x5 = 4 6-0-0 TCL LOADING (ps20 Max Horz2=63(load case 7) Max Uplift2=-51(load case 7), 6=-51 (load case 8) 0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Plates increase 1.15 TC 0.42 Vert(LL) -0.17 9-10 >999 360 MT20 220/195 TCDL 7,0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.34 9-10 >848 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.24 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.07 9-10 >999 240 Weight: 100 lb LUMBER OF BRACING TOP CHORD 2 X 4 DF No.1&BtrG TOP CHORD Sheathed or 3-9-8 oc purlins. BOT CHORD 2 X 4 DF No.i&Btr G 4 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G a EXE: /:30/08 REACTIONS (Ib/size) 2=993/0-3-8, 6=99310-3-8 Max Horz2=63(load case 7) Max Uplift2=-51(load case 7), 6=-51 (load case 8) Max Grav2=1057(load case 2), 6=1057(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/80.2-3=-2783/0,3-4=1985/0, 4-5=1985/0,5-6=-2783/0,6-7=0/80 BOT CHORD 2-10=012484,9-10=0/2490,8-9=0/2490,6-8=0/2484 WEBS 3-10=0/235, 3-9=-820170,4-9=011367,5-9=820/76,5-8=0/235 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 6 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 OF 00 - pO G t4 4 a EXE: /:30/08 4 arch WARNING -Verify design parameters, and BEAD NOTES ON T'NPS 1WLJ PC�UDED MITER REFERENCE PAGE MI( 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based oWtpon pdrameters shown, and is for an individual building component. - Applicablity of design paramenters and proper Incorporation of coni oeeent is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i� 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'Onofdo Drive, Madison, WI 53719. - 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 1 El STANDARD GABLE END DETAIL PAGESI OF 2 DIAGONAL OR L -BRACING 4I26�OO DCCCO "M TAMI C t3M nth/ VHKIt1 ` ` " "` "'." anCH I MINU TO COM. 12 - 2X4 NO.2 OR BTR. DF -L31/211 ' (BY OTHERS) TRUSS 4x4 = 1x4 OR 2x3 (TYP) y` 24' MAX NOTCH AT 14 24" O.C. (MIN.) '3" A A 6 ✓\ 2X4 LATERAL BRACING 6- . '- - L DG TOP CHORD AS REQUIRED PER H� T NOTCH DETAIL TABLE BELOW __i 3X 3x5 = CONT. SPAN TO MATCH COMMON TRUSS r VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W18d NAILS SPACED AT 8" O.C. SFC:TION A -A LOADINgpsf) SPACING 2-0-0 # OF NAILS AT END TCLL 30.0 Plates Increase 1.15 4 - 16d TCDL 10.0 Lumber Increase 1.15 - - Z-1-0 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF -STUD/STD 24" O.C. _TYP - END�••\ WALL I-- RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING_ SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7141 2 - OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 5-9-0 11-6-0 17-3-0 - - 8-3-0 16 INCH O.C. =1 - - - Z-1-0 24 INCH O.C. -------- - 4-0-0 8-0-0 12-0-0 5-10-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 70 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 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. OF C'CT I ae� Continued on page 2 " 04 19 W. 9-30-0 w c'. J €. �Of Cpit�� SUSu r� STANDARD GABLE END DETAIL PAG IEJ2OFA2 14- 10d NAILS MIN. ;PLYWOOD SHEATHING ' TO 2X4 STD. DF -L BLOCK 2-10d (TYP) `�.. -0 _ I -r .:_�_ 2X4 BLOCK SIMPSON A34 . % i OR EQUIVALENT' ± 45" I 2X4 S rJD OR BTR SPACED @ 5'-0" O.C. j SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END WITH LEDGER STRON 3BACK W/ 4- 10d NAILS. MAX. LENGTH = 7'-0" GABLE END STANDARD TRUSSES SPACED @ 24" O.C. 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 DETAIL IS APPLICABLE TO STRUCTURAL GABLE END ocT19 IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. ,�s� 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. Cq0 G 9919 Ir9CP, 9-340$ Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSII . 1 0-/161. 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves I 2 3 wide truss spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator bracing should be considered. C1-2 C2-3 3. Never exceed the design loading shown and never pstack materials on inadequately braced trusses. O !�O VWXEBSh4 4. Provide copies of this truss design to the building For 4 X 2 orientation, locate U_ designer, erection supervisor, property owner and plates 0-'hb' from outside a U all other interested parties. edge of truss. p S. Cut members to bear tightly against each other. C7-8 C6-7 C5.6 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol' Indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MTek 20/20 software or Upon request. 8. Unless otherwise noted, moisture contentof lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension IS the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is anon -structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsi bility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load deflection. the length parallel to slots. ions' 11. Plate type, size, orientation arti llocgtio dimensions indicated are minimum.- latlrlg requlreehfs LATERAL BRACING LOCATION PRODUCT CODE APPROVALS ICC -ES Reports: t2. Lumber used shau be of iespdAeiansd'siz , Ond ry ; in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, specified. , n by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require Lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not Cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Iffd 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal ® 19. Review portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Iruss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, • 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM., ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 — ram LTAM IIID 1N� V5 ,AL LIVE �1 N �UFA9AMU I u GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6n modo que the frequency or location of temporary bracing. identifique la frecuencia o localizacibn de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. two instalacibn y arriostre temporal de los trusses. Vea el U1210 Refer to RCS1 1-03 Guide to Good Practice for BCSI 1-03 Gufa de Buena Practica para el Manejo Instalacibn Handling, Installing & Bracing of Metal Plate y Arriostre de los Trusses de Madera Conngctados con Connected Wood Trusses for more detailed Placas de Metaloara para mayor informacibn. information. Los dcaliza de icar de los trusses pueden especiflIDS Truss Design Drawings may specify locations of s de los arriostres permanentes en los las I s cle permanent bracing on individual compression bros ndivi n. Vea la hoes resit n miembros individuates members. Refer to the BCSI-B3 Summary tr s perm n refuerzos de los BB SC para los arriostres permanentes y Sheet - Web Member Permanent Bracing/Web miembros secundarios (webs) para mayor Informacibn. EI br resto de arriostres permanentes son la responsabilidad del Reinforcement for more information. All other permanent bracing design is the responsibility Disenador del Edificio. of the Building Designer. The end diagonal QThe consequences of improper handling, installing y and bracing may be a collapse of the structure, or y worse, serious personal injury or death. 5' EI resultado de un manejo, instalacion y arriostre r inadecuados, puede ser Is calcis de la estructura o aun peor, muertos o heridos. Informacibn. Banding and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes f afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING — MANEJO (�( Allow no more No permita mas 0 Use special care in than 3" of deflec- de 3 pulgadas de windy weather or bon for every 10' pandeo por Cada 10 near power lines of span. pies de tramo. and airports. 10, to .�, i 8'max. Spr true Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. QCheck banding Revise IDS empaques prior to moving antes de mover los bundles, paquetes de trusses. (,J{ Pick up vertical Levante de Is cuerda �L•�� bundles at the superior los grupos Q Avoid lateral bending. — Evite la flexibn lateral. top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Bundles stored on the9 round for one . week or more should be raised by blocking at 8' to 10' on center Los paquetes almacenados en Is tierra per una semana o mas deben ser elevados con bloques a Cada 8 o 10 pies. C71 For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-arriento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventiiacibn. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. GDo not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO I BRACING FOR THREE PLANES OF ROOF !�( Trusses support i , ;; , r 7( Trusses 30'ar EL ARRIOSTRE EN TRES PLANOS DE TECHO {� less, support LI less, support at at peak. ' quarter points. f \ Levante de � Q This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Levante I_1 cuartos = Este metodo de arriostre es para todo trusses excepto trusses de aerdas paralelas 3x2 y 4x2. del Pim los - I trusses de 20 de tramo los pies o menos. trusses de 30 -- 1) TOP CHORD —CUERDA SUPERIOR HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length T_TRUSSESTagline UP TO 30' TRUSSES HASTA 30 PIES ToeT Ind\ /TO Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar 10' Attach o.c. above or stiffback max. mid -height I Spreader bar 2/3 to F— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING — ARRIOSTRE ©Refer to BCSI-82 Summary Sheet - Truss Installs- a - tion and TeIrILIy Bracina for more information. Vea el re "limen BCSI B2 Instalacibn de Trusses Q yArriostre Temporal para mayor informacibn. ® Do not walk on unbraced trusses. Nn ramine an trusses sueltos. �( Locate ground braces for first truss directly LJ in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea Con calla una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �- before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) rein. Truss Span Trusses up to 20' -0.. pies o menos.Trusses up to 30 �usses Up to 30' Trusses hasta 20 piesr hasta 30 pies HOISTING — LEVANTAMIENTO 30' to 45' QHold each truss in position with the erection equipment until temporary bracing is installed and 8 pies maximo tugs is fastened to the bearing points. V o.c. max. 45 a 60 pies Sostenga sada truss en posicibn con la grua hasta que el arriostre temporal este instalado y el 60' to 80'* truss asegurado en los soportes. 60 a 80 pies* ® Do not lift trusses over 30' by the peak. Vea el resumen Fuel-de-Plomada. � No levante del pito IDS trusses de mas de 30 pies. 3/4„ 3 BCSI-B7 - Arriostre 22.9' ° Plumb bob Greater than 30' The end diagonal 25.0' trusses de cuer a Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length T_TRUSSESTagline UP TO 30' TRUSSES HASTA 30 PIES ToeT Ind\ /TO Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar 10' Attach o.c. above or stiffback max. mid -height I Spreader bar 2/3 to F— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING — ARRIOSTRE ©Refer to BCSI-82 Summary Sheet - Truss Installs- a - tion and TeIrILIy Bracina for more information. Vea el re "limen BCSI B2 Instalacibn de Trusses Q yArriostre Temporal para mayor informacibn. ® Do not walk on unbraced trusses. Nn ramine an trusses sueltos. �( Locate ground braces for first truss directly LJ in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea Con calla una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �- before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) rein. Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c, max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c, max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. fes( See BCSI-B2 for TCTLB options. l� Vea el BCSI-B2 para las opciones de TCTLB. \ BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing FA LY .1 Max. Bow Max. Bow Length -r- - Coma Sheet 10' o.c. for 3x2 chords - � •�•— Len tIn -�', '�""__ Length _ Max. Bow g Temporary and 15' o.c, for 4x2 chords 15 Diagonal braces Permanent Bracing 10' or every 15 truss for Parallel Chord „. spaces (30' max.) Trusses for more 'ter Tolerandas para ° y ' Information. 1/2" 2' Vea el resumen Fuel-de-Plomada. � 3/4„ 3 BCSI-B7 - Arriostre 22.9' ° Plumb bob temporal y Permanente de The end diagonal 25.0' trusses de cuer a brace for cantilevered ` 5' aral s para mayor trusses In be placed Lateral braces Informacibn. on vertical webs in line 2x4x12' length lapped 33.3' with the support. over two trusses. INSTALLING — INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Gypsum Board FA LY .1 Max. Bow Max. Bow Length -r- - Max.russ ngth 12.5' 16" - � •�•— Len tIn -�', '�""__ Length _ Max. Bow g 14.6' for 8" D/50 D (ft.) 3-4 tiles high 16.7 QTolerances Out-of-Piumb. , „. 1/4" 1' 18.8' Tolerandas para ° y ' 1/2" 2' 20.8' Fuel-de-Plomada. � 3/4„ 3 22.9' ° Plumb bob 1„ 4' 25.0' 5' 29.2'1-1/4" 33.3' 0 /50 max CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construccibn hasta que todos los arriostres esten colocados en forma apropiada y Segura. naSW rturc -- IUB I U —comic„ „,awiuvw. D t d maximum stack heights Refer to B S_t�1-B4_ 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10'-15' max. ono excee ummary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcctbn para mayor informacibn. ® Do not overload small groups or single trusses. `~ No sobrecargue pequenos grupos o trusses individuales. r7( Place loads over as many Crosses as possible. u Coloque las cargas sobre tantce trusses Como sea posible. > Diagonal braces ® Position loads over load bearing walls. ,. every 10 truss spaces (20' max.) Coloque las cargas sobre las parades soportantes. ALTERATIONS — ALTERACIONES Some chord and web members not shown clarit Q Refer to BCSI B5 Summary SheetTru Damage Jobsite Modifications and Installation Errors. F;sVea el resumen BCSI-B5 Danos de trusses ModifiCaciones en la Obra y Errores de Instalacibn. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS ® Do not cut, alter, or drill any structural member. of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo ° del diseno del truss. Web members ' 0Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. ' .0 Trusses que se han sobrecargado durante la construccibn o han sido alterados sin una autorizacibn s" Drevia del Fabricante de Trusses, pueden reducir o eliminar Is garantia del Fabricante de Trusses. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 1EL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! r46 NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It is not intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. I�x WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 " Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • www.tpinst.org aftv, LOD - v - I Diagonal braces every 10 truss spaces (20' max.) „. 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 1EL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! r46 NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It is not intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. I�x WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 " Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • www.tpinst.org aftv, LOD - v - I SITE PLAN ....... - ----- - ----- .. . ..... ............ . ..... . ..... ..... ..... . .. ..... .............. ..... . ..... . ..... ..... . ..... ..... .. .. ....................' ..»:.....::.....2...... .:......:......3.....;............. :.;......I.....:.. - .. .. ...3 .i.....e..._..y......i..... i.:..:i.....i.....{...... i..... }..... {......4..........i......4......}.....i:............._......._.�......i.:....�.. .�....r,.....{.. .:r.. .{.. 4.. s..« t'....{.... .. .. .. ' .. r yV - -. .........; ....;.....r '$ ...:. _... _............. PPROVAL ,.. .. .. .. PLA D1111S10N-BtlILD1 P G :.....:.........'..A....... .. .. _ . .. Use. • - Landscaping: o z.........».... ' = ...f... Parking: r- :.�'F....:.....; Other. - •- -�. •--•f - . vi p... .. ..j.....j fi.. .. .. ............ _.--_. .. .. . ...:............:.....: we T..q ' .. 65L, 5,BUTTE C } gip' .. . j....{.....p.....y...{.. .. .4.....y. .4. .............}.. ........4............_}........L_.... ....y....»_M..�..+.a _............ ... .y... . ..k... ... % ' h ...... .. ............................_.....�.......}.....r«r.....{ .....»}..{...}.........,.. ... .. ..{.... .4.....+.... .4.... .{ ....._.....d_..........._........... ..... _..... ._..... ....»..........._....._..........._....._..._......_....._.........__....._ ._�. Assessor's Parcel Number. Owner Name t ` . M Address I Phone No. Site Location 2 r Contact: (dame 0 rill 01 111 011=1110 All FOR OFFICE USE -ONLY _ PROVIDE FOR ALL . ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acnes GEN PLAN: ' 4.0(r-. USES: 6 e�►fi e�tfi�� rte.---AUD I � SCALE: APPROVED BY: 12 -AWN BY DATE: �' REVISED r v FLAO DRAWING NUMBER IF