Loading...
HomeMy WebLinkAbout065-050-04165105-41' 2 III— ossll-7 I� l5'03'�0 065-050-041 AG 01-54 GUNTHER, LEO & ANITA 6691 LAKE FRONT DR. MAGALIA AG EXEMPT PERMIT 065-650-mO417,��- B07-2181- q lq MISCELLANEOUS" g Exempt m A 'x BLDG (1500- 30X50) FIA' G,E EMP�i f 6691 I,AkiF'RbNi DR 0 H MICHAEL' ' LUNT Ell(J&SHANNON,, �i L BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION 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 GUNTHER, MICHAEL J & SHANNON GUNTHER, MICHAEL J & SH Building Garage RemdUAddn 6691 LAKEFRONT DR 6691 LAKEFRONT DR MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total (530)873-3665 (530)873-3665 . FEE INFORMATION ' DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 LICENSED CONTRACTOR'S DECLARATION, Contractor (Name) State Contractors License No. / Class / Expires GUNTHER, MICHAEL J & SHAD OL:CRW 00406702 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter, (commencing with Spction,;0001.01vision 3 e Business and Professions Code, and my license is in f gan, eX/G• 12/05/2008 Avg/ Contractor imature Date I/ 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 FO` E] WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is is ed.- My Workers' Compensation insurance carrier and policy number are; , Carrier. Policy Number. Exp. Date: (This section need not be completed if the permit is or one hundred ollars ($100) or ess. 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 worker's' 7ro pnsatin ovis'ons of Se of the L Code, I shall forthwith comply with those ' o Tota) Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B5050 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requirega 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 Contractofs 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. 7144, 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.). WAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ONTRACTORS 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 —_ w B. 8 P.C. for this reason:_ 12/05/2008 Date X 12/05/2008- - _ 7:1 herebycertify that I have read this application and state that the above information is correct. I agree Signature Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused t is arising out of, a in any way connected with ( ) the issuance of this permit. I hereby ackno ledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use oropanc any idewalk, subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co ty to e a e men' ro a ins tion purposes. I hereby certify that I am the CONSTRUCTION LENDING AGENCY f pr p author', t r owners behalf. I /� 12/05/2008 I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Pe►mitt e [SIGN] Print ' Date the performance of the work for which this permit is issued. (3097 civ. code) de O finer ❑ Contractor OR: Agent for Owner ❑Agent for Contractor Lender's Address City State Zip �J FILE COPY PROJECT INFORMATION'.. Site Address: 6691 LAKEFRONT DR Owner: Permit No: B07-2181 r APN: 065-050-041 GUNTHER, MICHAEL J & SHA Permit type: MISCELLANEOUS 6691 LAKEFRONT DR Issued Date: 12/05/2008 By' KEJ Subtype: Ag Exempt MAGALIA, CA 95954 Expiration Date: 12/05/2009 Description: AG EXEMPT BLDG (1500- 30X50) H (530) 873-3665 Occupancy: U-3 Zoning: TM -5 GUNTHER, MICHAEL J & SHANNON GUNTHER, MICHAEL J & SH Building Garage RemdUAddn 6691 LAKEFRONT DR 6691 LAKEFRONT DR MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total (530)873-3665 (530)873-3665 . FEE INFORMATION ' DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 LICENSED CONTRACTOR'S DECLARATION, Contractor (Name) State Contractors License No. / Class / Expires GUNTHER, MICHAEL J & SHAD OL:CRW 00406702 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter, (commencing with Spction,;0001.01vision 3 e Business and Professions Code, and my license is in f gan, eX/G• 12/05/2008 Avg/ Contractor imature Date I/ 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 FO` E] WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is is ed.- My Workers' Compensation insurance carrier and policy number are; , Carrier. Policy Number. Exp. Date: (This section need not be completed if the permit is or one hundred ollars ($100) or ess. 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 worker's' 7ro pnsatin ovis'ons of Se of the L Code, I shall forthwith comply with those ' o Tota) Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B5050 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requirega 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 Contractofs 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. 7144, 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.). WAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ONTRACTORS 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 —_ w B. 8 P.C. for this reason:_ 12/05/2008 Date X 12/05/2008- - _ 7:1 herebycertify that I have read this application and state that the above information is correct. I agree Signature Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Butte County, its officers, agents and employees from any and all claims and liability for personal HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused t is arising out of, a in any way connected with ( ) the issuance of this permit. I hereby ackno ledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use oropanc any idewalk, subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co ty to e a e men' ro a ins tion purposes. I hereby certify that I am the CONSTRUCTION LENDING AGENCY f pr p author', t r owners behalf. I /� 12/05/2008 I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Pe►mitt e [SIGN] Print ' Date the performance of the work for which this permit is issued. (3097 civ. code) de O finer ❑ Contractor OR: Agent for Owner ❑Agent for Contractor Lender's Address City State Zip �J FILE COPY 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 AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, .or any state and federal agencies. Initial) AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, C 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials WIVAG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a I/residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 6691 LAKEFRONT DR Permit No: B07-2181 APN: 065-050-041 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: TM -5 Description: AG EXEMPT BLDG (1500- 30X50) HAY, VE Required Setbacks: Applicant: GUNTHER, MICHAEL J & SHANNON Front: Side: 20' Rear: 20' 6691 LAKEFRONT DR Type of Construction: MAGALIACA95954 (530) 873-3665 Type of Siding: Metal Owner: GUNTHER, MICHAEL J & SHANNON Est. Const. Cost: $ 13,000.00 6691 LAKEFRONT DR Roof Covering: Metal MAGALIA, CA 95954 (530) 873-3665 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtaiPAU.,neermits, inspections and approvals to comply with the requirements in effect a_V1h#tAAie0d pri to occypAncy. Signature of owner FILE COPY Date: 10/19/2007 .BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website:. www.buttecounty.net/dds **PLEASE PRINT CLEARLY** u OWNER INFORMATION Last Nam vn City Address irs Address 4' (cB State City, _/ Phone Lot # State Z gs� Phon 5 `0 Class Fax 30• 13' (ol E-mail � h {ink,- / u APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Lot # Fax E-mail Date Approved: Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Lot # Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail For office use only: API 65.650 -0q 1 Zoning - Flood Zone SRA I Yes I No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO./ B BIN # PROJECT LOCATION API 65.650 -0q 1 Property Address ^ ('40171 [A City Cross Street WORKER'S COMPENSATION Policy Number N Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: l�� Sq FT- Livin arage Open Cov Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: ' `-t Sheriff 41 \ SMIP Date: Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 . REV 4-10-06 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY P O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT (YE OR NO) (HAVE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME CITY PHONE CONTRACTORS LICENSE NO, 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: AG EXEMPT BLDG (1500- 30X50) HAY, VEG BINS, MIS AG EQUIP Reference Number: B07-2181 Applicant Name: GUNTHER, MICHAEL J & S N Owner's Name: GUNTHER, MI HA AP # :065-050-041 Signature of Property Owner: Date: Butte County Department of Public Works MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 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: B07-2181 Date: 10/19/2007 Location: 6691 LAKEFRONT DR By: KEJ Parcel Number: 065-050-041 Sub Type: A2 Exempt Owner Name: GUNTHER, MICHAEL J & SHANNON Phone: (530) 873-3665 Description: AG EXEMPT BLDG (1500- 30X50) HAY, VEG BINS, MIS AG EQUIP 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: Wl�� Title: 4J w2O/L L' FILE Date: 10/19/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds www.buttegeneralplan.net ADMINISTRATION " BUILDING " PLANNING January 25, 2008 GUNTHER, MICHAEL J & SHANNON 6691 LAKEFRONT DR MAGALIA, CA95954 Subject: Permit B07-2542 (APN 065-050-041); NSF (2482) CARPORT (996) Dear MICHAEL J & SHANNON GUNTHER: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following revisions to your site plan, or information in order to continue the review (this may be for notification purposes, please see below): ❑ Site Plan Resubmit — Follow Requirements ❑ Setback Conformance ® Erosion Control Plan ❑ Front Yard N Watershed Protection Zone ❑ Side Yard ❑ Cohasset Specific Plan ❑ Rear Yard ❑ Subdivision Map Note ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial Road ❑ Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ Other: Paradise Ma alia Watershed Protection Zone The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 7:30 a.m. and 4:30 p.m. Monday through Friday at (530) 538-7601, or the appropriate Department/Division identified in the hand-out. Sincerely, !Counter Planner Cc. ANDREW JOHNSON, Engineer C-1 . ......... CMO, Bering STRUCTURAL CALCULATIONS Rancho Job #08-93 for Calculation Index:. • Project Plans • Load Analysis, • Lateral Aiiaiysis • Beam Analysis • Footing Analysis Revision Summary: Rev. 0 Gunther Residence Magalia, CA Page # BUTTE COUNTY OCT 31 2008 DEVELOPMENT SERVICES 10/30/08 Initial Issue This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering. Rancho Engineering disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. C6/61 BUTTE AUNTY DIVISION .J e"Wei Vc.�e- ) /a/3/ (16) 3 7;00-, Jarrod Holliday, P.Eo Civil, Structural, Surveying �l 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax '1' T cv O Z LL a o m X Q a LEI � O Q Lu T m ,] Q � � V � v \ � d cv LL a z 6J N -j kDz �o L — �s x LLI OL O w tY so a, n n d o • .BUTTE COUNTY.: BUILDING DIVISItC�% SCALE = 1/4": 1'-0" 5550 Skyway, Ste. G SUNTHER CARACE FLOOR PLAN CHO Paradise, GA g5g6q LAKE FRONT DRIVE OnTini eering Phone/Fax: (550),5-7-r-5-700 PARADISE, GA 1_._._._..---- ............._._...._.....--....._..._...... JOB # oa-93 T Q /,/A, w 4 �� 2'-6" SQ X I' -O" DEEP w/ (4) #4 EA. WAY (FI) . I ZJ M- -------- -------4 5D3 I 4 'I SD3 1 I O ' I � 'I I I 51-51,50 X 1'-0" DEEP 1 W/ (5) #4 EA. WAY (F2)1 F - I — — — — — — — - — — — — — — — — — — — _n I I L ---J lo � � Q CQ "n- u►' Ul 9 C n9 �" D� o D > c rn Z -t = rn O rn DSD <�1 rn Y rn n L -n r r > A �► z = N i O /,/A, w 4 �� 2'-6" SQ X I' -O" DEEP w/ (4) #4 EA. WAY (FI) . I ZJ M- -------- -------4 5D3 I 4 'I SD3 1 I O ' I � 'I I I 51-51,50 X 1'-0" DEEP 1 W/ (5) #4 EA. WAY (F2)1 F - I — — — — — — — - — — — — — — — — — — — _n I I L ---J 10/30/2008 Gunther Residence - Job # 08-93 Gravity Loads: Roof Dead Load, 1/2" PLY. 1.8 psf Comp Roof 5.0 psf Slope= 5 /12 Framing 5.0 psf Sheetrock 2.6 psf Misc. 2.2 psf Total Slo e = 16.62 psf Total Horiz.= 18.00 psf Roof Live Load Snow 55 psf Page 1 t LatPro LaWto `IS( 2006 0.0 Project Title Gunther Project # Date: 10/30/2008 LATERAL ANALYSIS Rights Reserved (opyriaht 2008 Structural-talt.1.1C Designer JPH Importance Factor 1 Number of Stories 1 Highest Story Ht (ft) 25 Occupancy Category - II Lumber Species DF/SP WIND INFORMATION Analytic Method: Rigid building of all heights. Design wind pressures determined by P=gGCP-gi(GCPI) Exposure Category B Wind Speed (mph) ' V= 85 Enclosure Classification Enclosed Topo Factor ' Kzt = 1.00 SEISMIC INFORMATION Seismic Force Resisting System: Light -Framed Walls Sheathed with Wood Structural Panels Rated for Shear Resistance or Steel Sheets Equivalent Lateral Force Procedure: Calculation of Seismic Response Coefficient - Cs = SDS / (R/1) Site Soil Classification D 0.2 sec Spectral Response Acceleration Ss = 60.4% 1.0 sec Spectral Response Acceleration S1 = 22.4% Response Modification Factor R = 6.5 Deflection Amp. Cd = 4 Long Period Transition Period T(L) = 16 Damped 0.2 sec SRA Sds = 56% Damped 1.0 sec SRA Sd1 = 29% Overstrength Factor Omega = 3 Seismic Design Category SDC = D SUMMARY OF FORCES Story Forces Story 1 st Seismic Response Coefficient Total Seismic Weight Redundancy Coefficient Sisemic Base Shear Design Base Shear Seismic Wind N -S Wind E -W 2.76 kip 3.66 kip 2.64 kip Cs = 0.09 W = 30.29 kip Rho = 1.50 (Cs*W) = 2.63 kip 0.7pCsW = 2.76 kip Wind Maximum main wind force resisting system design pressures in any direction Story Wall Roof 1st +7.77/-2.21 +3.07 / -2.98 +6.14/-0 +6.14/-0 REPORT NOTES All supporting details and calculations can be found in the following sections of the report r 'Py t 2- a= ')1WPra Latero IBC 2006 LATERAL ANALYSIS Rights:Reserve4 Copyright 2008 SItuctueal-Cak.ILC Story: 1st > Shear Wall / Connector Key Direction: N -S Distance Length Height Wall Site/Pre Chord Connection U.L. Holdown Grid # From GLA u u Type Built Member Type Link Strap/Anchor Bolt/ATR 2 1 0 24 10 (n SB Concrete - N/A Shear Wall / Connector Key Direction: E -W Distance Length Height Wall Site/Pre Chord Connection U.L. Holdown Grid # From GL1 jm Lftj Type Built Member Tvpe Link Strap/Anchor Bolt/ATR A 1 0 29 10 is SB M/A B 1 0 5.5 10 (o SB 2-2x4 N0.2 Concrete PHD2 SSTB16 Diaphragm Key Running N -S Running E -W Area East West Width Governing North South Width Governing Name (sgft) Grid Grid Lftl Force Grid Grid LI Force U1 816 2 1 34 Wind A B 24 Seismic Components and Cladding Effective Positive Negative Wind Design Design Name Type Zone Diaphragm Area (sgft) Press. (p+) Press. (p-) LATERAL ENGINEERING Pg: `3 PROJECT TITLE: Gunther PROJECT #: DATE: 10/29/08 USER'S INITIALS: JPH Grid Latero version IBC 2006 All Rights Reserved Copyright 2006 Structural -Calc, LLC Force General Information Line Allocation (ft) Number of Stories 1 Occupancy Category II Distance from base to Heighest Story (ft) 25 Lumber Used . Green Importance Factor 1* Lumber Species DF/SP Wind Information E -W: Tributary Method Method of Analysis: Analytical Method Tributary Tributary Added Wind exposure cat. B Wind Speed, V 85 Hurricane Prone Region No Building Enclosure Enclosed On hill, ridge or escarpment? No Shape of feature N/A Taller than 15 or 60 ft? No Height of feature N/A Unobstructed? No Average Slope of feature N/A Twice as tall as other features? No Distance from feature to building site N/A Directionality Coefficient (Kd) 0.85 Kzt 1.000 a 7 Zg 1200.000 Seismic Information Method of Analysis: Equivalent Lateral Force Method Site Class D Long -Period Transition Period (sec) 16 0.2 Sec. Spectral Response Acceleration, Ss 60.4% Damped 0.2 Sec. Spectral Response Acc., Sds56% 1 Sec. Spectral Response Acceleration, S1 22.4% Damped 1 Sec. Spectral Response Acc., Shc 29% Response Modification Factor, R 6.5 . Seismic Design Category D Deflection Amplification Factor 4 System•Ov6rstrength Factor, O 3 Total Forces of Building Response Coefficient (Cs) 0.09 Total Seismic Weight (w) 30.29 kips Redundancy Coefficient (Rho) 1.50 Base Shear (Cs*W) 2.63 kips Design Base Shear (0.7pCsw) 2.76 kips 1st Story Seismic Dead Loads Diaphragm Tributary Exterior Wall Interior Wall Total Area Unit DL Wt Ht Ln Unit DL Wt Wt Below Wt Above Added Added Dia Wt Dia (sq ft) (psf) (lbs) (ft) (ft) (psf) (lbs) (lbs) (lbs) DL DL Area (lbs) U1 816 18 14688 6 136 18 15606 0 - 0 0 30294 Total - - 14688 - - - 15606 0 - - - Story Wt 30294 1st Story Seismic Forces Seismic Weight (w) 30.29 kips Height (h) 12.50 ft Vert. Distribution (Cv) 1.00 Story Shear (V) 2.63 kips Design Story Shear (0.7pV) 2.76 kips Area 816.00 sqft 1st Story Building Exterior Height East Face - West Face North Face South Face From Roof Roof Roof Area Ext Roof Area Ext Roof Area Ext Roof Area Ext Dia Base(ft) Type Slope Dir Area(sgft) Walls(sgft) Area(sgft) Walls(sqft) Area(sqft) Walls.(sgft) Area(sq.ft) Walls(sgft) U1 12.5 G/H 0.42 0 263.5 0 263.5 196 170 196 1.70 1st Story Diaphragms Running N -S Running E -W Running N -S Running E -W East West Width North South Width Area Applied Wind Applied Seis. Wind / Seis Applied Wind Applied Seis. Wind / Seis Dia Grid Grid (ft) Grid Grid (ft) (sgft) Shear (plf) Shear (plf) Governing Shear (plf) Shear (plf) Governing U1 2 1. 34 A B 24 816 108 81 Wind 110 115 Seismic 1st Story Lateral Forces Running N -S: Tributary Method Wind Load CaSeismic Wind Load Case (1, 3) GridlGridline (2, 4) Gridline Force (lb) Force (lb) Force (lb) 1836 1377 0 1836 1377 0 Wind Load CaSeismic Wind Load Case (1, 3) GridlGridline (2, 4) Gridline Force (lb) Force (lb) Force (lb) Tributary Tributary Added Grid Width Force Force Line Allocation (ft) (lb) (lb) 1 50%(1-2)(U1)=50%(34 ft.) 17 1836 0 2 50%(1-2)(U1)=50%(34 ft.) 17 1836 0 1st Story Lateral Forces Running E -W: Tributary Method Tributary Tributary Added Grid Width Force Force Line Allocation (ft) (lb) (lb) Wind Load CaSeismic Wind Load Case (1, 3) GridlGridline (2, 4) Gridline Force (lb) Force (lb) Force (lb) 1836 1377 0 1836 1377 0 Wind Load CaSeismic Wind Load Case (1, 3) GridlGridline (2, 4) Gridline Force (lb) Force (lb) Force (lb) LATERAL ENGINEERING Pg: y PROJECT TITLE: Gunther PROJECT #: DATE: 10/29/08 USER'S INITIALS: JPH Latero version IBC 2006 All Rights Reserved Copyright 2006 Structural -Calc, LLC A 50%(A-B)(U1)=50°%(24 ft.) 12 1380 0 1320 1380 0 B 50%(A-B)(U1)=50%(24 ft.) 12 1380 0 1320 1380 0 1st Story Shear Walls Running N—S Acting Wind Acting Seis. Shear Wall Shear Wall Shear Wall Seis. Shear Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Wall Drift Line # (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (lb) (in) 2 1 24 10 77 57 (p 365 260 404 0.17 1st Story Shear Walls Running E -W Acting Wind Acting Seis. Grid Wall Length Height Unit Shear Unit Shear Line H (ft) (ft) (plf) (plf) A 1 29 10 46 48 B. 1 5.5 10 240 251 1st Story Shear Wall Connectors Running N -S Connector Connector Grid Wall Connector Uplift Connector Max Uplift Line B Type (lb) Name (lb) 2 1 Concrete 124 Anchor Bolt N/A 1st Story Shear Wall Edge Members Running N -S Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind may, Seis Grid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Memb Line 4 Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (lb) Crushing 2 1 404 124 - 2158 2083 - 3x6 STAN 8250 8250 10929 10929 1st Story Shear Wall Connectors Running E -W Connector Connector Grid Wall Connector Uplift Connector Max Uplift Anchor Line 0 Type (lb) Name (lb) Bolt A 1 Concrete 0 0 B 1 Concrete 2372 PliD2 3080 SSTBI6L 1st Story Shear Wall Edge Members Running E -W Wind Edge Shear Wall Shear Wall Shear Wall Shear Wall Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Drift Type Capacity (plf) Capacity (plf) (lb) (in) (0 365 260 0 0.14 (� 365 260 2161 2.67 Anchor Bolt N/A 1st Story Shear Wall Edge Members Running N -S Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind may, Seis Grid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Memb Line 4 Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (lb) Crushing 2 1 404 124 - 2158 2083 - 3x6 STAN 8250 8250 10929 10929 1st Story Shear Wall Connectors Running E -W Connector Connector Grid Wall Connector Uplift Connector Max Uplift Anchor Line 0 Type (lb) Name (lb) Bolt A 1 Concrete 0 0 B 1 Concrete 2372 PliD2 3080 SSTBI6L 1st Story Shear Wall Edge Members Running E -W Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind Max Seis Grid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member. Edge Member Edge Memb Line N Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (.lb) Crushing A 1 0 0 - 7439 7650 - B 1 2328 2161 - 3068 3546 - 2-2x4 NO.2 14490 14490 4132 4132 Required Shearwall Types SITE -BUILT SHEAR WALLS Shear Wall/ Joist/Blkg/ Panel Seis Wall Stag. Bottom Plate Rafter to Wood Bottom Concrete Edge Sill Shear Name Sheathing/Nailing Sides Nail Connection Top Plates Connection Bottom Connection [Taming Plate (plf) A 3/8" PLYWOOD 8d @ 6"/121 No SDS 1/4x6" @ 15"oLTP4 @ 30" OLTP5 @ 28"5/8" Dia -x 12" A.B. @2x STUDS2x 260' Building Description: Gunther Residence Garage shearwall layout modification only. All other lateral design by Ver -Tech Engineering. General Notes: Errors Design Check Calculation Sheet Sizer 2004a I LOADS ( lbs, psf, or plf ) Load Type COMPANY PROJECT v t WoodWorksJ Pat - Rancho Engineering 5550 Skyway, Suite#C GUNTHER RESIDENCE 08-93 Total Start End Paradise, CA 95969 B1.wwb Loadl Dead 530 877-3700 18.00(14.00)* 2568 No Oct. 30, 2008 11:29 0.12 Design Check Calculation Sheet Sizer 2004a I LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Shear ISnow Total Start End Start End tern Loadl Dead Full Area 18.00(14.00)* 2568 No Load -2 0.12 Full Area 55.00(14.00)* No 111UUL�ly YV1U L11 �l. if MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 161 Dead 2172 Value 2172 Live 6160 Shear 6160 Total 8332 276 8332 Bearing: fb = 1720 Fb' = 2568 fb/Fb' = 0.67 Dead Defl'n 0.12 LC number 2 2 Length 2.50 = L/583 2.50 Glulam-Unbal., West Species, 24F -V4 DF, 5-1/8x16-1/2" Self Weight of 19.47 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 122 Fv' = 276 fv/Fv' = 0.44 Bending(+) fb = 1720 Fb' = 2568 fb/Fb' = 0.67 Dead Defl'n 0.12 = <L/999 Live Defl'n 0.33 = L/583 0.53 = L/360 0.62 Total Defl'n 0.50 = L/381 0.80 = L/240 0.63 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.15 1.00 1.00 0.930 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 240 1.15 '1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Custom duration factor for Wind load = 1.33 Bending(+): LC'# 2 = D+S, M = 33327 lbs -ft Shear LC# 2 = D+S, V = 8332, V design = 6900 lbs Deflection: LC# 2 = D+S EI= 3453e06 lb-in2 Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSUAITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. , 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Title Block Line 1 Title: Job # �� , F/ You can changes this area — . Dsgnr: using the "Settings" menu item Project Desc.: and then using the "Printing & 4.0 Title Block" selection. Project Notes # 4 Title Block Line 6 General Footing Design F'I C\RANCHO\JOBS\2008\93-Gunther\enercalct.ec6 ENERCALC INC 1983-2008, Ver. 6.0.19, NA8652 i2 Description F1 Number of Bars- = 4.0 —General Information--- C, Mations per 16 2006,•CBC 20071 ACI 318-05 — — Material Properties # 4.0 Soil Design Values fc : Concrete 28 day strength = ' • 2.50 ksi Allowable Soil Bearing = 1.50 ksf Fy : Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 200.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 , Shear = Analysis Settings 0.850 Increases based on footing Depth Min Steel % Bending Reinf. = 00140 Reference Depth below Surface = Allow. Pressure Increase per foot of depth = ft ksf Min Allow %Temp Reinf. _ .00180 when base footing is below = ft Min. Overturning Safety Factor = 1.50: 1 Min. Overturning Safety Factor = 1.50 :1 Increases based on footing Width AutoCalc Footing Weight as DL No Allow. Pressure Increase per foot of width = ksf AutoCalc Pedestal Weight as DL No when footing is wider than = It Dimensions Width along X -X Axis = 2.50 It — Length along Z -Z Axi = 2.50 ft Footing Thicknes= 12.0 in Load location offset from footing .. center. {rix, mss: ex: Along X X Axis = in r��� �� r ez : Along Z -Z Axis = iniVZi Pedestal dimensions... fig- -'rA YY'A'j� �_ i'k�'4i vrS•1. �.'�? N, px : Along X X Axis= in z : Along Z -Z Axis = in Height - in Rebar Centerline to Edge of Concrete.. at Top of footing = 3.0 in at Bottom of footing = 3.0 in IAxE `� "t "V a Reinforcing - --- — . Bars along X -X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 4 Bars along Z -Z Axis Number of Bars- = 4.0 Reinforcing Bar Sizf = # 4.0 Bandwidth Distribution Check ACI 15.4.4.2) Direction Requiring Closer Separation n/a�� # Bars required within zone = n/a # Bars required on each side of zone - = n/a Applied Loads D —Lr L S WE _H___ _ P: Column Load = 2.20. 6.20 k OB: Overburden = ksf _ M -ZZ _ k -ft V -z = k Title Block Line 1 Title: Job # ?5, rz You can changes this area Dsgnr: using the 'Settings" menu item Project Desc.: and then using the "Printing & Project Notes Title Block' selection. Title Block Line 6 _ ---------------.__.-.---------------------- rnNed: 30^;1"L;k9E.')IA 'L4Fd File:, C:IRANCHOWOBS12008193-GuntheAenercalcl.ec6 General Footing Design. ENERCALC,INC. 19832008,Ver 6.0:19, N:48652 Description : F1 DESIGN SUMMARY _ Min. Ratio _ _ItemApplied _ Capacity _ Governing Load Combination PASS 0.8960 Soil Bearing 1.3440 ksf 1.50 ksf +D+-L+H PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.18168 Z Flexure (+X) 1.5697 k -ft 8.640 k -#t +1.20D+0.50Lr+1.60L+ PASS 0.18168 Z Flexure (-X) 1.5697 k -ft 8.640 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.18168 X Flexure (+Z) 1.5697 k -ft 8.640 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.18168 X Flexure (-Z) 1.5697 k -ft 8.640 k -ft +1.20D+0.50Lr+1.60L+ PASS 0.10946 1 -way Shear (+X) 9.3037 psi 85.0 psi +1.20D+0.50Lr+1.60L+ PASS 0.10946 1 -way Shear (X) 9.3037 psi 85.0 psi +1.20D+0.50Lr+1.60L+ PASS 0.10946 1 -way Shear (+Z) 9.3037 psi 85.0 psi +1.20D+0.50Lr+1.60L+ PASS 0.10946 1 -way Shear (-Z) 9.3037 psi 85.0 psi +1.20D+0.50Lr+1.60L+ PASS 0.20659 2 -way Punching 35.1198 psi 170.0 psi +1.20D+0.50Lr+1.60L+ Detailed Results 0.731 Overturning Stability. -Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual /Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X_ -X_ Ratio X -X, +D 1.50 ksf n/a 0.0 in 0.3520 ksf _ _ 0.3520 ksf -n/a ksf _ n/a ksf 0.235 X -X. +D+L+H 1.50 ksf n/a 0.0 in 1.3440 ksf 1.3440 ksf n/a ksf n/a ksf 0.896 X -X. +D+Lr+H 1.50 ksf n/a 0.0 in 0.3520 ksf 0.3520 ksf n/a ksf n/a ksf 0.235 X -X. +D+0.750Lr+0.750L+H 1.50 ksf n/a 0.0 in 1.0960 ksf 1.0960 ksf n/a ksf n/a ksf 0.731 Z -Z. +D 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 0.3520 ksf 0.3520 ksf 0.235 Z -Z. +D+L+H 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 1.3440 ksf 1.3440 ksf 0.896 Z -Z. +D+Lr+H 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 0.3520 ksf 0.3520 ksf 0.235 Z -Z. +D+0.750Lr+0.750L+H 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 1.0960 ksf 1.0960 ksf 0.731 Overturning Stability. Rotation Axis & - Load Combination... -- -- Overturning Moment Resisting Moment Stability Ratio Status X -X. +D None 0.0 k -ft _ Infinity - - OK X -X. +D+L+H None 0.0 k -ft Infinity OK X -X, +D+Lr+H None 0.0 k -ft Infinity OK X -X. +D+S+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+H None 0.0 k -ft Infinity OK X -X. +D+0.750L+0.750S+H None 0.0 k -ft Infinity OK X -X. +D+W+H None 0.0 k -ft Infinity OK X -X. +D+0.70E+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+0.750W+H None 0.0 k -ft Infinity OK X -X. +D+0.750L+0.750S+0.750W+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+0.5250E+H None 0.0 k -ft Infinity OK X -X. +D+0.750L+0.750S+0.5250E+H None 0.0 k -ft Infinity OK X -X. +0.60D+W+H None 0.0 k -ft Infinity OK X -X. +0.60D+0.70E+H None 0.0 k -ft Infinity OK Z -Z. +D None 0.0 k -ft Infinity OK Z -Z. +•D+L+H None 0.0 k -ft Infinity OK Z -Z. +D+Lr+H None 0.0 k -ft Infinity OK Z -Z. +D+S+H None 0.0 k -ft Infinity OK Z -Z. 4D+0.750Lr+0.750L+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750L+0.750S+H None 0.0 k -ft Infinity OK Z -Z. +D+W+H None 0.0 k -ft Infinity OK Z -Z. +D+0.70E+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750Lr+0.750L+0.750W+H None 0.0 k -fl Infinity OK Z -Z. +D+0.750L+0.750S+0.750W+H None 0.0 k -ft Infinity OK Z -Z. 4D-0.750Lr+0.750L+0.5250E+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750L+0.750S+0.5250E+H None 0.0 k -ft Infinity OK Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Footing Design Description : F1 Overturning Stability Rotation Axis & Load Combination... Z -Z. +0.60D,-W+H Z -Z. +0.60D+0.70E+H Sliding Stability Force Application Axis Load Combination... X -X. +D X -X. +D+L+H X -X. +D+Lr+H X -X. +D+S+H X -X. +D+0.750Lr+O.750L+H X -X. +D+0.750L+0.750S+H X -X. +D+W+H X -X. +D+0.70E+H X -X. +D+0.750Lr+0.750L+O.750W+H X -X. +D+0.750L+0.750S+O.750W+H X -X. +D+0.750Lr+0.750L+0.5250E+H X -X. +D+0.750L+0.750S+0.5250E+H X -X, +0.60D+W+H X -X. +0.60D+0.70E+H Z -Z. +D Z -Z, +D+L+H Z -Z. +D+Lr+H Z -Z. +D+S+H Z -Z. +D+0.750Lr+0.750L+H Z -Z. +D+0.750L+0.750S+H Z -Z. +D+0.750Lr+0.750L+0.5250E+H Z -Z, +D+0.750L+0.750S+O.5250E+H Z -Z. +0.60D+W+H Z -Z. +0.60D+0.70E+H Z -Z. +D+W+H Z -Z. +D+0.70E+H Z -Z. +D+0.750Lr+0.750L+0.750W+H Z -Z. +D+0.750L+0.750S+0.750W+H Footing Flexure Title: Job # Dsgnr: Project Desc.: Project Notes _ ^r:.ntec: 30 ^C1 2u0 . i is4 i:V,} File: C:IRANCHOUOBS12008193-Guntherlenercalcl.ec6 ENERCALC, INC. 1983-2008, Ver: 6.0.19, N:48652 Overturning Moment Resisting Moment - Stability Ratio Status None 0.0 k -ft Infinity OK None 0.0 k -ft Infinitv OK Sliding Force Resisting Force Sliding SafetyRatio Status _ 0.0 k 0.93188 k No Slidino OK 0.0 k 2.7919 k No Sliding OK 0.0 k 0.93188 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 2.3269 k No Slidina OK 0.0 k 2.3269 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 2.3269 k No Sliding OK 0.0 k 2.3269 k No Slidina OK 0.0 k 2.3269 k No Slidina OK 0.0 k 2.3269 k No Sliding OK 0.0 k 0.55913 k No Slidina OK 0.0 k 0.55913 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 2.7919 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 2.3269 k No Slidino OK 0.0 k 2.3269 k No Slidino OK 0.0 k 2.3269 k No Slidino OK 0.0 k 2.3269 k No Slidina OK 0.0 k 0.55913 k No Slidina OK 0.0 k 0.55913 k No Slidina OK 0.0 k 0.93188 k No Slidina OK 0.0 k 0.93188 k No Slidino OK 0.0 k 2.3269 k No Slidina OK 0.0 k 2.3269 k No Slidina OK Footing Flexure -Load Combination... Mu Which Side ? Tension @ Bot. or Top ?- As Req'd Gvrn. As Actual As ------ X -X. +1.40D 0.38493 k -ft +Z Bottom _- 0.2592 in2lfl _-- Minimum SDec'd 0.3200 in2/ft X -X. +1.40D 0.38493 k -ft -Z Bottom 0.2592 in2lft Minimum Soec'd 0.3200 in2/ft X -X. +1.20D+0.50Lr+1.60L+1.60H 1.5697 k -ft +Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft X -X. +1.20D+0.50Lr+1.60L+1.60H 1.5697 k -ft -Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft X -X, +1.20D+1.60Lr+0.50L 0.71737 k -ft +Z Bottom 0.2592 in2/ft Minimum SDec'd 0.3200 in2/ft X -X. +1.20D+1.60Lr+0.50L 0.71737 k -ft -Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft Z -Z. +1.40D 0.38493 k -ft -X Bottom 0.2592 in2/ft Minimum Spec'd 0.3200 in2/ft Z -Z. +1.401D 0.38493 k -ft +X Bottom 0.2592 in2/ft Minimum SDec'd 0.3200 in2/ft Z -Z, +1.20D+0.50Lr+1.60L+1.60H 1.5697 k -ft -X Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft Z -Z. +1.20D+0.50Lr+1.60L+1.60H 1.5697 k -ft +X Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft Z -Z. +1.20D+1.60Lr+0.50L 0.71737 k -ft -X Bottom 0.2592 in2/ft Minimum SDec'd 0.3200 in2/ft Z -Z, +1.20D+1.60Lr+0.50L 0.71737 k -ft +X Bottom 0.2592 in2/ft Minimum Soec'd 0.3200 in2/ft One Way Shear Phi*Mn Status 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k -ft OK 8.640 k4t OK Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Phi*Vn I Vu Status +1.40D 2.2815 psi 2.2815 Dsi 2.2815 osi 2.2815 osi 2.2815 osi 85.0 Dsi 0.026841 psi OK +1.20D+0.50Lr+1.60L+1.60H 9.3037 osi 9.3037 osi 9.3037 osi 9.3037 osi 9.3037 osi 85.0 Dsi 0.10946psi OK +1.20D+1.60Lr+0.50L 4.2519 osi 4.2519 osi 4.2519 osi 4.2519 osi 4.2519 osi 85.0 osi 0.050022osi OK Punching Shear Load Combination... Vu Phi*Vn Phi*Vn I Vu Status +1.40D 8.6122 osi 170.Oosi 0.050660 osi OK +1.20D+0.50Lr+1.60L+1.60H 35.1198 osi 170.ODsi 0.20659 osi OK +1.20D+1.60Lr+0.50L 16.050 osi 170.0 osi 0.094411 psi OK Title Block Line 1 You can changes this area = 1.50 ksf using the "Settings' menu item = No • and then using the "Printing & = 200.0 pcf Title Block" selection. = 0.30 Title Block Line 6 General Footing yDesign Description : F2 General Information Material Properties rc : Concrete 28 day strength = 2.50 ksi Fy : Rebar Yield = 40.0 ksi " Ec : Concrete Elastic Modulus = 3,122.0 ksi Concrete Density = 145.0 pcf (D Values Flexure = 0.90 Shear = 0.850 Analysis Settings � Min Steel % Bending Reinf. _ .00140 Min Allow % Temp Reinf. _ .00180 Min. Overturning Safety Factor = 1.50: 1 Min. Overturning Safety Factor = .1.50 : 1 AutoCalc Footing Weight as DIL No AutoCalc Pedestal Weight as DL No Dimensions Width along X -X Axis = 3.250 ft Length along Z -Z Axi = 3.250 ft Footing Thicknes = 12.0 in Load location offset from footing center... ex: Along X -X Axis = in ez : Along Z -Z Axis = in Pedestal dimensions... r px : Along X -X Axis = in pz : Along Z -Z Axis = in Height - in Rebar Centerline to Edge of Concrete.. at Top of footing = 3.0 in at Bottom of footing = 3.0 in Reinforcing r Bars along X -X Axis Number of Bars = Reinforcing Bar Size = # Bars along Z -Z Axis Number of Bars = 5.0 Reinforcing Bar Siz( _ # 4.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone = ,n/a # Bars required on each side of zone n/a Applied Loads P: Column Load = OB: Overburden = M-xx = M-zz = V -x = V -z = 3.50 Title: Job# ,) ✓_e/ Dsgnr: J Project Desc.: Project Notes File: C:IRANCHOUOBS12008193-Guntherlenercalcl.ec6 ' ENERCALC, INC. 1983-2008, Ver: 6.0.19, NA8652 Calculations per IBC 2006, C<' C 2407, AU 314-05 Soil Design Values Allowable Soil Bearing = 1.50 ksf Increase Bearing By Footing Weight = No Soil Passive Resistance (for Sliding) = 200.0 pcf Soil/Concrete Friction Coeff. = 0.30 Increases based on footing Depth Reference Depth below Surface = It Allow. Pressure Increase per foot of depth = ksf. when base footing is below = It Increases based on footing Width Allow. Pressure Increase per foot of width = ksf when footing is wider than = It 4T r z T E , Af� L 1 k� wz' .. �,.w,, ....3r':".•;-. ...y...,. `; `a._ ""axle.te.�`�va Lr L �S W _ E _ H _ 10.050 k ksf k -ft k -ft k 41, vw • r +d � 4T r z T E , Af� L 1 k� wz' .. �,.w,, ....3r':".•;-. ...y...,. `; `a._ ""axle.te.�`�va Lr L �S W _ E _ H _ 10.050 k ksf k -ft k -ft k Title Block Line 1 Title: Job # .You can changes this area Dsgnr: • using the "Settings" menu item Project Desc.: Actual Soil Bearing Stress and then using the "Printing & Load Combination... _ Gross Allowable - Project Notes Zecc Title Block' selection. +Z -X _ _ -X _ R_a_t_io_ _ X -X. +D Title Block Line 6 n/a 0.0 in 0.33136 ksf YEnted:3000T^OOe. IMI.-tA n/a ksf General Footing Design:.... 1.50 ksf n/a File: C:IRANCHOIJOBS12008193-Guntheilenercalct.ec6 1.2828 ksf 1.2828 ksf n/a ksf n/a ksf 0.855 X -X, +D+Lr+H ENERCALC,INC.19832008,Ver' 6.0.19, N:48652 nla 0.0 in 0.33136 ksf 0.33136 ksf n/a ksf n/a ksf Description : F2 X -X. +D+0.750Lr+0.750L+H 1.50 ksf n/a 0.0 in DESIGN SUMMARY 1.0450 ksf n/a ksf n/a ksf 0.697 Z -Z. +D Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.85523 Soil Bearing 1.2828 ksf 1.50 ksf +D+L+H PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.0 Z Flexure (+X) 0.0 k -ft 0.0 k -ft No Moment PASS 0.0 Z Flexure (-X) 0.0 k -ft 0.0 k -ft No Moment PASS 0.30509 X Flexure (+Z) 2.5346 k -ft 8.3077 k -ft +1.20D+0.5OLr+1.60L+ PASS 0.30509 X Flexure (-Z) 2.5346 k -ft 8.3077 k -ft +1.20D+0.5OLr+1.60L+ PASS 0.18126 1 -way Shear (+X) 15.4074 psi 85.0 psi +1.20D+0.5OLr+1.60L+ PASS 0.18126 1 -way Shear (-X) 15.4074 psi 85.0 psi +1.20D+0.5OLr+1.60L+ PASS 0.18126 1 -way Shear (+Z) 15.4074 psi 85.0 psi +1.20D+0.5OLr+1.60L+ PASS 0.18126 1 -way Shear (-Z) 15.4074 psi 85.0 psi +1.20D+0.5OLr+1.60L+ PASS 0.34928 2 -way Punching 59.3767 psi 170.0 psi +1.20D+0.50Lr+1.60L+ Detailed Results 0.0 k -ft Infinity OK Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual 1 Allowable Load Combination... _ Gross Allowable - Xecc Zecc +Z +Z -X _ _ -X _ R_a_t_io_ _ X -X. +D 1.50 ksf n/a 0.0 in 0.33136 ksf 0.33136 ksf n/a ksf n/a ksf 0.221 X -X. +D+L+H 1.50 ksf n/a 0.0 in 1.2828 ksf 1.2828 ksf n/a ksf n/a ksf 0.855 X -X, +D+Lr+H 1.50 ksf nla 0.0 in 0.33136 ksf 0.33136 ksf n/a ksf n/a ksf 0.221 X -X. +D+0.750Lr+0.750L+H 1.50 ksf n/a 0.0 in 1.0450 ksf 1.0450 ksf n/a ksf n/a ksf 0.697 Z -Z. +D 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 0.33136 ksf 0.33136 ksf 0.221 Z -Z. +D+L+H 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 1.2828 ksf 1.2828 ksf 0.855 Z -Z. +D+Lr+H 1.50 ksf 0.0 in n/a n/a ksf n/a ksf 0.33136 ksf 0.33136 ksf 0.221 Z -Z. +D+0.750Lr+0.750L+H 1.50 ksf 0.0 in n/a n/a ksf nla ksf 1.0450 ksf 1.0450 ksf 0.697 _Overturning Stability -------- ---- -------------------� Rotation Axis 8 - Load Combination... _- -Overturning Moment -_-_ Resisting Moment - Stability Ratio -- Status X -X. +D None 0.0 k -ft Infinity OK X -X. +D+L+H None 0.0 k -ft Infinity OK X -X. +D+Lr+H None 0.0 k -ft Infinity OK X -X. +D+S+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+H None 0.0 k -ft Infinity OK X -X. +D+0.750L+0.750S+H None 0.0 k -ft Infinity OK X -X. +D+W+H None 0.0 k -ft Infinity OK X -X. +D+0.70E+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+0.750W+H None 0.0 k -ft Infinity OK X -X, +D+0.750L+0.750S+0.750W+H None 0.0 k -ft Infinity OK X -X. +D+0.750Lr+0.750L+0.5250E+H None 0.0 k -ft Infinity OK X -X. +D+0.750L+0.750S+0.5250E+H None 0.0 k -ft Infinity OK X -X, +0.60D+W+H None 0.0 k -fl Infinity OK X -X, +0.60D+0.70E+H None 0.0 k -ft Infinity OK Z -Z. +D None 0.0 k -ft Infinity OK Z -Z. +D+L+H None 0.0 k -ft Infinity OK Z -Z, +D+Lr+H None 0.0 k -ft Infinity OK Z -Z. +D+S+H None 0.0 k -ft Infinity OK Z -Z. +D+0.75OLr+0.750L+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750L+0.750S+H None 0.0 k -ft Infinity OK Z -Z. +D+W+H None 0.0 k -ft Infinity OK Z -Z. +D+0.70E+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750Lr+0.750L+0.750W+H None 0.0 k -fl Infinity OK Z -Z. +D+0.750L+0.750S+0.750W+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750Lr+0.750L+0.5250E+H None 0.0 k -ft Infinity OK Z -Z. +D+0.750L+0.750S+0.5250E+H None 0.0 k -ft Infinity OK - Title Block Line 1 Title: Job # '' 'You can changes this area Dsgnr: using the 'Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Project Notes Title Block Line 6 _- -_ -- ---- --- -- P inled:30Or T 20,VE.14:41 Vn General Footing Design File: CARANCHouoBSX2008\93-CdnlheAene� Ia .ec6 ENERCALC, INC. 1983-2008, Ver. 6.0.19, NA8652 Description : F2 Overturning Stability Rotation Axis & Load Combination... Z -Z. +0.60D+W+H Z -Z. +0.60D+0.70E+H Sliding Stability Force Application Axis Load Combination... ---- ------ ----------------- X-X. +D X -X. +D+L+H X -X. +D+Lr+H X -X, +D+S+H X -X. +D+0.750Lr+0.750L+H X -X. +D+0.750L+0.750S+H X -X, +D+W+H X -X. +D+0.70E+H X -X. +D+0.750Lr+0.750L+0.750W+H X -X. +D+0.750L+0.750S+0.750W+H X -X. +D+0.750Lr+0.750L+0.5250E+H X -X. +D+0.750L+0.750S+0.5250E+H X -X. +0.60D+W+H X -X. +0.60D+0.70E+H Z -Z, +D Z -Z. +D+L+H Z -Z, +D+Lr+H Z -Z. +D+S+H Z -Z. +D+0.750Lr+0.750L+H Z -Z. +D+0.750L+0.750S+H Z -Z. +D+0.750Lr+0.750L+0.5250E+H Z -Z. +-D+0.750L+0.750S+0.5250E+H Z -Z. +0.60D+W+H Z -Z, +0.60D+0.70E+H Z -Z. +D+W+H Z -Z. +D+0.70E+H Z -Z, +D+0.750Lr+0.750L+0.750W+H Z -Z, +D+0.750L+0.750S+0.750W+H Footing Flexure_ Footing Flexure __Load Combination.._ -- X-X. +1.40D X -X. +1.40D X -X. +1.20D+0.50Lr+1.60L+1.60H X -X. +1.20D+0.50Lr+1.60L+1.60H X -X. +1.20D+1.60Lr+0.50L X -X. +1.20D+1.60Lr+0.50L Z -Z. +1.40D Z -Z. +1.40D Z -Z. +1.20D+0.50Lr+1.60L+1.60H Z -Z, +1.20D+0.50Lr+1.60L+1.60H Z -Z. +1.20D+1.60Lr+0.50L Z -Z. +1.20D+1.60Lr+0.50L One Way Shear Overturning Moment Resisting Moment - Stability Ratio None 0.0 k -ft Infinitv None 0.0 k -ft Infinitv SI Status OK OK Force Resisting Force Sliding SafetyRatio Status 0.0 k 1.5095 k No Slidina OK 0.0 k 4.5245 k No Sliding OK 0.0 k 1.5095 k No Slidina OK 0.0 k 1.5095 k No Slidino OK 0.0 k 3.7707 k No Slidina OK 0.0 k 3.7707 k No Slidino OK 0.0 k 1.5095 k No Slidino OK 0.0 k 1.5095 k No Slidino OK 0.0 k 3.7707 k No Slidino OK 0.0 k 3.7707 k No Sliding OK 0.0 k 3.7707 k No Slidino OK 0.0 k 3.7707 k No Sliding OK 0.0 k 0.90568 k No Slidino OK 0.0 k 0.90568 k No Slidino OK 0.0 k 1.5095 k No Slidina OK 0.0 k 4.5245 k No Slidino OK 0.0 k 1.5095 k No Slidino OK 0.0 k 1.5095 k No Slidina OK 0.0 k 3.7707 k No Slidino OK 0.0 k 3.7707 k No Slidina OK 0.0 k 3.7707 k No Slidino OK 0.0 k 3.7707 k No Slidina OK 0.0 k 0.90568 k No Sliding OK 0.0 k 0.90568 k No Slidina OK 0.0 k 1.5095 k No Slidino OK 0.0 k 1.5095 k No Sliding OK 0.0 k 3.7707 k No Slidina OK 0.0 k 3.7707 k No Slidino OK Load Combination_.. _ - - Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn +1.40D +1.20D+0.50Lr+1.60L+1.60 H +1.20D+1.60Lr+0.50L Punching Shear Load Combination... +1.40D +1.20 D+0.50 Lr+1.60 L+1.60 H +1.20D+1.60Lr+0.50L 3.7227 osi 3.7227 psi 3.7227 osi 3.7227 osi 3.7227 osi 15.4074 osi 15.4074 osi 15.4074 osi 15.4074 osi 15.4074 osi 7.0086 osi . 7.0086 osi 7.0086 osi 7.0086 osi 7.0086 osi Vu Phi*Vn Phi*Vn I Vu 14.3465 osi 170.0osi 0.084391 psi 59.3767 osi 170.0osi 0.34928 osi 27.0094 psi 170.0osi 0.15888 osi Phi*Vn_ I Vu _ Status 85.0 osi 0.043796osi OK 85.0 osi 0.18126osi OK 85.0 osi 0.082453osi OK Status ---------- ---OK OK OK Which Tension @Bot. - --------------- - ---- Mu Side ? or Top ? As Req'd _Gvrn. As Actual As Phi*Mn Status 0.61239 k -ft +Z Bottom 0.2592 in2/ft Minimum SDec'd 0.3077 in2/ft 8.3077 k -ft OK 0.61239 k -ft -Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3077 in2/ft 8.3077 k -ft OK 2.5346 k -ft +Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3077 in2/ft 8.3077 k -ft OK 2.5346 k -ft -Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3077 in2/ft 8.3077 k -ft OK 1.1529 k -ft +Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3077 in2/ft 8.3077 k -ft OK 1.1529 k -ft -Z Bottom 0.2592 in2/ft Minimum Soec'd 0.3077 in2/ft 8.3077 k -ft OK 0.61239 k -ft -X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2/ft 0.0 k -ft OK 0.61239 k -ft +X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2/ft 0.0 k -ft OK 2.5346 k -ft -X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2/ft 0.0 k -ft OK 2.5346 k -ft +X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2/ft 0.0 k4t OK 1.1529 k -ft -X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2/ft 0.0 k -ft OK 1.1529 k -ft +X Bottom 0.2592 in2/ft Minimum Soec'd 0.0000 in2lft 0.0 k -ft OK Load Combination_.. _ - - Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn +1.40D +1.20D+0.50Lr+1.60L+1.60 H +1.20D+1.60Lr+0.50L Punching Shear Load Combination... +1.40D +1.20 D+0.50 Lr+1.60 L+1.60 H +1.20D+1.60Lr+0.50L 3.7227 osi 3.7227 psi 3.7227 osi 3.7227 osi 3.7227 osi 15.4074 osi 15.4074 osi 15.4074 osi 15.4074 osi 15.4074 osi 7.0086 osi . 7.0086 osi 7.0086 osi 7.0086 osi 7.0086 osi Vu Phi*Vn Phi*Vn I Vu 14.3465 osi 170.0osi 0.084391 psi 59.3767 osi 170.0osi 0.34928 osi 27.0094 psi 170.0osi 0.15888 osi Phi*Vn_ I Vu _ Status 85.0 osi 0.043796osi OK 85.0 osi 0.18126osi OK 85.0 osi 0.082453osi OK Status ---------- ---OK OK OK V DK 10 �00�� 0O�Qi I � �0 � �0 1 3/4 X II '7/8 LVL LEDGER N/ (6) 16d SINKERS @ 16" O.G. v � U� \�-4--------------- 0' -----------. -- ------ L— SD4Ty °' AG ARDY FRAME ����to poi 1 .2� , SCALE = 1/4" I -O 5550 skyway, Ste. C OUNTHERSUN ROOM FND. PLAN CHO Paradise, CA g5g(Oq LAKE FRONT DRIVE Phone/Fax: PARADISE, GA ftn eering (550) 877-3 00 r -3 JOB # 08-Q3 December 11, 2008 Clio Bering Butte County Building Department 7 County Center Drive Oroville CA 95965 Re: Gunther Residence 6691 Lakefront Drive Magalia, CA Attn: Building Official BUTTE COUNTY BUILDING DIVIS10k .APP60WD 12-11 ag �fr I am writing this letter at the request of the contractor to provide design and approval for the alternate construction methods used at the above mentioned project. The first item to address is the reconfiguration of the floor framing of the sun room. The 1 3/4 x 11 7/8 LVL floor joists installed at 16" o.c. pass code design as used. A structural calculation has been provided, see calculation FJ 1. In this same floor system a 5 1/2 x 117/8 flush header was used over the under floor access. This header has been verified to be sufficient and calculation B3 has been provided. The final item to address in this system is the LVL ledger. The ledger is sufficient for the loadings it is receiving from the floor joists and required to be attached with (6) 16d sinkers @ 16" o.c. The second item to address are the under floor access holes, one located at the gable end and one at the eave wall line of the master bedroom. The under floor access,located below the double doors of the master will require a 6x8 DF no. 1, see calculation B4. The access hole located at the gable end will require a double 2x6 DF no. 2 rim joist, see calculation B5. The third item to address is the infill of the 3'-0" exit door of the sun room located at the front of the residence. This door may be replaced with a window with no further modification. The fourth item to address is the substation of 6x12 DF headers in place of the 6 x 10 headers specified as typical headers on the approved plans. This substation may be made with no engineering required since the beams have been increased in size. The final item to address it the substation of 2x6 framing in place of 2x4 framing for the common wall between the laundry and bathroom which contains the 9'-0" shear wall type 2. This substation may be made without any further action. If there are any questions or concerns, please feel free to contact me at the number below. Thank you, Jarm&UoHWiab fIX. Civil, Structural, Surveying �OF CAU�� 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax F.) 1 3/4" x 11 7/8" 1.9E Microllam® LVL @ 16" o/c TJ -Beano 6.30 Serial Number: 7004101492 User:2 12/11/2008 2:08:13 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 20,. a Product Diagrarn is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 533 1160 / 0 / 693 2 Stud wall 3.50" 2.25" 533 / 160 / 0 / 693 Detail Other A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ -Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ -Strand Rim Board® -See iLevel® Specifiers/Builder's Guide for detail(s): A3: Rim Board DESIGN CONTROLS: -Deflection Criteria: HIGH(LL:L/480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.97 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel& Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product listed above. PROJECT INFORMATION: Copyright G 2007 by il,evel.Q, Federal way, WA. Mi.crollam'H is a registered trademark of iLevel©. \\Casey\c\RANCH0\J0BS\2008\93-Gunther\FJ1.sms OPERATOR INFORMATION: Jarrod Holliday Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 Phone : 530 877 3700 Maximum Design Control Result Location Shear (Ibs) 679 -605 3948 Passed (15%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 679 679 1673 Passed (41%) Bearing 2 under Floor loading Moment (Ft -Lbs) 3324 3324 9281 Passed (36%) MID Span 1 under Floor loading Live Load DOI (in) 0.333 0.490 Passed (U706) MID Span 1 under Floor loading Total Load Defl (in) 0.433 0.979 Passed (U543) MID Span 1 under Floor loading TJPro 40 40 Passed Span 1 -Deflection Criteria: HIGH(LL:L/480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.97 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel& Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product listed above. PROJECT INFORMATION: Copyright G 2007 by il,evel.Q, Federal way, WA. Mi.crollam'H is a registered trademark of iLevel©. \\Casey\c\RANCH0\J0BS\2008\93-Gunther\FJ1.sms OPERATOR INFORMATION: Jarrod Holliday Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 Phone : 530 877 3700 COMPANY PROJECT Rancho Engineering GUNTHER RESIDENCE WoodWork5 Para 08-93 B3 Skyway Ste. C Paradise CA 95969 B3 S01 TIVARE#'OR WOOD DUMN 530877-3700 Dec. 11, 2008 14:11 Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - fv = 48 fb = 520 0.03 = <L/999 0.06_= <L/999 1600 Total Start End Start End tern Loadl Dead Full Area 12.00(10.00)* Bearing: No Load2 Live Full Area 40.00(10.00)* 1.00 - 1.00 No Load3 Dead Full Area 13.00(10.00)* 1.00 - - No F-rrirwrary wiatn err) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 8' Dead 1072 n Value 1072 Live 1600 fv = 48 fb = 520 0.03 = <L/999 0.06_= <L/999 1600 Total 2672 Cfrt Ci Cn 2672 Fb'+ 2800 1.00 - 1.00 0.986 1.00 - 1.04 Bearing: 2 Fv' 285 1.00 LC number 2 1.00 - 1.00 2 Length 1.00 - 1.00 1.00 LVL n -ply, 1.8E, 2800Fb, 1-314x11-718", 3-Plys Self Weight of 17.97 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Anal sis Value,Desi n Value Anal sis/Desi n Shear Bending(+) Live Defl'n Total Defl'n fv = 48 fb = 520 0.03 = <L/999 0.06_= <L/999 Fv' = 285 Fb' = 2875 0.27 = L/360 0.40 = L/240 fv/Fv' = 0.17 fb/Fb' = 0.18 0.10 0.14 CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 0.986 1.00 - 1.04 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 0.986 1.00 - 1.04 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 2 Custom duration factor for Wind load = 1.33 Bending(+): LCB 2 = D+L, M = 5344 lbs -ft Shear LC# 2 = D+L, V = 2672, V design = 2011 lbs Deflection: LCB 2 = D+L EI= 440eO6 lb-int/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT Rancho Engineering GUNTHER RESIDENCE WoodWorks' Para Skyway Ste. C 108-93 34 Paradise CA 95969 64 SOF/WART. MA' W000 O[NWN 530 877-3700 Dec. 11, 2008 14:22 Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Dead Full Area 12.00 (4.00)* 153 No Load2 Live Full Area 40.00 (4.00)* Bearing: No Load3 Dead Full Area 13.00(10.00)* L/360 No Load4 Dead Point 2841 2.50 No Loads Dead Partial UDL 947.0 947.0 3.00 4.50 No *•rrioutary wiatn (rt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 4'-6° Dead 1922 Value 3185 Live 360 Shear 360 Total 2282 153 3545 Bending(+) fb = 982 Fb' = Bearing: fb/Fb' = 0.91 Live Defl'n 0.00 = LC number 2 L/360 2 Length 1.00 L/793 1.03 Timber -soft, D.Fir-L, No. 1, 6x8" Self Weight of 9.8 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001: CriterionAnalysis Value Design Value Anal sis/Desi n Shear fv = 92 Fv' = 153 fv/Fv' = 0.60 Bending(+) fb = 982 Fb' = 1080 fb/Fb' = 0.91 Live Defl'n 0.00 = <L/999 0.15 = L/360 0.03 Total Defl'n 0.07 = L/793 0.22 = L/240 0.30 e ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1200 0.90 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 1 Fv' •170 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending(+): LC# 1 = D only, M = 4218 lbs -ft Shear : LC#I 1 = D only, V = 3185, V design = 2516 lbs Deflection: LC# 2 = Di -L EI= 309e06 lb -int Total Deflection = 1.50 (Dead Load -Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verity that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT ® Rancho Engineering GUNTHER RESIDENCE- 5550 WoodWorks Para Skyway Ste. C 08-93 B5 Paradise CA 95969 B5 vwywneseoa woon ncsaw 530 877-3700 Dec. 11, 2008 14:22 Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Shear 360 Total Start End Start End tern Loadl Dead Full Area 12.00 (4.00)* 1170 No Load2 Live Full Area 40.00 (4.00)* L/360 No Load3 Dead Full Area 13.00(20.00)* L/240 No "1L.LUULdLy ".LUL11 k L) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 4'-6^ Dead 702 Value 702 Live 360 Shear 360 Total 1062 180 1062 Bearing: fb = 948 Fb' = 1170 fb/Fb' = 0.81 Live Defl'n 0.02 LC number 2 L/360 2 Length 1.00 = L/620 1.00 Lumber n -ply, D.Fir-L, No.2, 2x6", 2-Plys Self Weight of 3.92 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICBO-UBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001: Criterion Analysis Value Design Value Analysis/Design Shear fv = 77 Fv' = 180 fv/Fv' = 0.43 Bending(+) fb = 948 Fb' = 1170 fb/Fb' = 0.81 Live Defl'n 0.02 = <L/999 0.15 = L/360 0.15 Total Defl'n 0.09 = L/620 0.22 = L/240 0.39 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending(+): LC# 2 = D+L, M = 1195 lbs -ft Shear : LC# 2 = D+L, V = 1062, V design = 846 lbs Deflection: LC# 2 = D+L EI= 33e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. G BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 4G Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSE STARC NO. / ZONING, n n ���/ � i OWNER 4 P M �v 0�� PHONE NO. q� v OWNER'S ADDRESS2 `/ ` f� LOCATION OF BUILDING USE OF BUILDING Fly 2Wl 7_ L ?IA&AFP T= P- L12-0--0- S16 SIZE OF STRUCTURE ZOD X' - SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE Os-rL) SIDING ROOF COVERING (� FLOOR TY3.nn v�L- '�f'r ESTIMATED COSTOF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT t / i�� 2 C� , ^ ✓ � D SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG -Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated a ut, n a purpos d use confirms with the AG Building definition. If any change in use or occupancy of the building '.s m e, ill contact t e Building Division and obtain any necessary permits,.inspections, and approvals to com i the quer ents in a ct at that time and before occupancy. Date L4— I o —0 1 Signature of Owner Permit Fee - $6/0..00 The above described AG 1 4fding is exempt from a bu'Iding permit. Receipt No. 3 ' o5- F 10D. PARC L PD F Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant Date [ to 4 OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DI„VISION A 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: (06s-0,50-0(41 } Proposed Building Use: Building Inspector: (/, Date: 14-1Q-61 At time o f fermit applica�on, w advised the following data must be submitted prior to permit processing and/or issuance: Date Received By . All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans, ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans, -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation,---------------------------------------------------- - ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications,------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees, --------------------------------------------------------- ❑ 13: Flood elevation certificate. -------------------------------------------- -=----------------------=------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- El 15. City of Chico plumbing permit,-------------------------------------=-------------------- ------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy), ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification), ------------------------------- ---- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement, -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits, ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, Cl Check to H.C.D $ ........... ”---- ❑30. Other: When you issue the permit, process as follow Mail to owner, ❑Mail to contract . fflqV I�Lr) CNS % ❑Telephone and hold for pickup at office/ Delver mspect� . �S9�g i/ Applicant: with ' Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire D arartment, ❑ Air T ollutiori _—Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: i� Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by • Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE - DEPARTMENT T ENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT' G — �--- ASSESSOR PARCEL NUM �50 014 ZONING BUILDING PERMIT OWNER ON SO. FT. OCC. BUILDING VALUATION ��/�� /y)^�^/yONb45Lf .OWNERS D�F.SS re\ C ':c / V !CJ -Y/ 1�!\ 4- XdCONTRACTOR'S A10O' 00 NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ Z . GU ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS /� _//_ I (.�C.v/ C/iC//n• Energy Plan Checking Fee $ $ PERMIT FEE $ S fs0 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Piing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome V Other T SPECIFY Each Tra 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other AOZA 1/Za� Describe Work: �/f ��p,�,�� 0 ll `'T I rM f I�VV L. Gas piping system 1 - 5 outlets 15.00 , Building sewer 15.00 Mobile Home S G W (aj20.00 PERMIT FEE $ o ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation,Mobile will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) of the ork for which this permit is issued, I shall I certify that in a pe ormelany not a loy ny p on manner so as to become subject to workers' In n la f C fia, an agree that rf I should become subject to the or Code, I shall fo ith m y wit improv' ions. r rs' c e mp sa on provision of section 3700 of the 76( X Date "7' Signs o wner ❑ Contractor ❑Agent An O H ermit is required for excavations over 60" deep and demolition or construction of str res over 3 stories in height. Main Service 200A TO 4_So NEW CONST. DWELLING OCC SO CC OR ADDNS. ( & ACC. BLDS 3.5¢FT. INpp}pOlp, MULTI.O @7,50 POWER APP rus CIS.20 .00 OUT0 EX. Occup. LmFT O RES BAS @ I.w EX. OCCU OFixED R� OR 5.00 Temporary Service 23.00 Home Facil' es 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ERMIT FEt $ Mobile Home Installation Fee Is Energy Inspection Fee Is cc COLICxZYPE 6O T TAL FEE $ rj', IMP FLOOD CDF PARCEL PD HDcomp This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above for which tees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this. verification is received. 1. I personally pl o provide the jor labor and materials for construction of the proposed property ' vement :YES NO 2. I HAVE HAVE NOT 0 signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person. (firm) to pmvi4c the,.proposed construction: NAME. ADDRESS: CTI'Y:_ . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the Work *but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK NOTE: This Owner -Builder Verification is required by Section 19831 and 198.32 of the California Health and Safety Code. This verification must be completed and returned to our offlee before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity, improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her time. Contractors are required by law to be licensed and bonded by the State of California and to have'a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . 'If yod plod to afyour own work, with the exceptim of various trades that you plan to subcontrac4 you ihduld be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any pas= other than your immediate family, and the work (including dials and other costs) is $300 or more for the entire.proje M and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for your if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obi—Dons under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, U�_ Mic el C. Vilira, C.B.O. Ma ger, BuilLding Inspection NOTE. This Owner -Builder information Is required by Section 19830 of the Callfornla Health and Safety Coda OVER 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 ER 5 7- ERMIT 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. Date �j Inspector //J File-E-SIDENTIAL ' � - '�� • � 65-05-4i • ` 1757-91B,P,E GUNTHER, Leo & Anita j n= 6691 Lakefront Dr, Magalia with bath l� (workshop ) y - r r. y t JOB FINALED (Date) -- �� Signature ut J=OK O = Not OK Not = Not Readyable MOBILE HOMES ° Date MOBILE HOME UTILITIES (Plans) OK exceptg'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'Yt. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. 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 k'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 Appioval 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 '.4 `Z' Date DEC COVERS, CARPORTS, GARAGES,(Plans)OK except q's . Z mg Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Door 7. El!ELtic jqelf�7mg; Sils-Anchors- uds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 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 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 V OK O = Not OK =NotReadyabe: Ready y RESIDENTIAL (Single ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth I 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" 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. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.. Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access --------------------------- ------------------ 21. Gas Pipe: Size & Anchors ---------- --------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------- --------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ----------------- ---- ------------------ ----- --------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------------- ................ 26. Equip. Ground made 'up w!Mech. Fastners-Bond Gas & Water ------------ - --------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ----- -- --- ------------ ---------- ---- - - - - - 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or Al ------------------------------------------------------------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - - ---------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------- -------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. 32 Clothes Closet Light -Shower Light -Spa Light ------------- ------------- 33.. Smoke Detector ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - -------------------------------------------------------------------- ----------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support ------------------ ----------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade -------------------------------------------------- .-- - - -- 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- -------------- ---------------------------- - ------------------------------------ Date Card B-1 Date Card B-1 ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors ------- ------------------------ ------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing ---------- ------------------------------------- 42. Draft Stop in Walls (rat proof) ----------------------------------------------- - -------------------------------- 43. Fire -Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------- ---------- 44. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac=Tryss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----------- 53. --- Stairs: Width -Head room -Rise-Run-Landing-Fire Protection ---------- 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers --55.-Siding-Nailing Veneer ---------------56._-Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- - __ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear 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 -------------- 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------- -------------------- - 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Sub anel: Breaker Sizes & Labels ---------------------- 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth ------------ ------------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------- ...------------------------------ 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer -------------- -- ----- ---- 9 -- p er - a -Dam -------------73.-----A.C.---Duct in--------Gara------------------ 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mech.Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------------------------------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes --------------------------------------------- 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ ------------------------------------------ --- 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ----------------- ----- 81. Stucco Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------------------ ----- -- 83. Vents Above Roof; Plb9 _ A liaPp nce-Fire p lace. -Clearance to Openings ------------------------------------------ ----- 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground -------------- 86. ----- 86. Ventilation Throughout House -- ------------------------------------------- 87. Glass Protection ------ - ----------------------- 88. Corrections from Previous Inspections ------------- ------- ----------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric ------ --------------------------------------- 90.Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------------------------------------------- ----- --- --- Date Card B-1 Date Card B-1 ---------------------------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: F;�'j %3117 COUNTY OF BUTTE %DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovIIIe,-California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N0. `1 ASSESSOR PARCEL NUMBER 65-050-041 ZONING T►'!'1S tAP BUILDING PERMIT OWNER Leo & Anita (�tiinther TELEPHONE 891-1569 SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 Dayton Rd. Chico 95928 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A' I 115Q0.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 26 052.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 179.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 89.75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Lakefront Dr . Ma alfa Each Trap 4 2.00 8.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME Manthel PARCEL MAP 1112 93/94 Water piping - 1 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome❑ Other Wnrkshnn SP CI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 5.00 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New [33 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Workshop with Bath RE: B.P. #2615-90E Permit Fee $ 28.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 600 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p I y (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 OCf£1k�p p&1) OR ADDNS. ACC. BLOGS. 1Jv4) , X �2OSQft 34.00 NEW CONSTRMULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea IPOWER APPARATUS 6 %SINGLE OUTLET CIR. ) EX. OCCUp(OUTLETS OR FIXTURES 2AL 50C 6ALoa Ex. OCCup. OUTLETS 1FIXED PRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $44-00 Contractor 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, d her au Ze representatives of the County of p operty for inspection purposes. Butte to enter upon the a ve entioned n I also agree o s e, i �m fy and keep armless the County of Butte against all Iia t S, ' gm s •s; and penses which may in a way accrue again t s ty n c uence the granting of this permi . i 3This X Date Signor re of plicant — Owner Contractor ❑ Agent An OSHA ermit 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 $351.25 k HAZ. I CUA PARK !CHL _ FLO CDF PAR PD I HD. ISSUE; permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DI C R OF BLIC WORKS —ZJr By Date PERMIT EXPIRES ate �_T ., Receipt No. R�19f� WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT TO Huildino Department C ) FROM: Environmental Health SUBJECT: Sanitation Clearance _..�� ��.,�- r,�� ��-3 Lake .► = ► OCS- 0 5--0 - 041 Owner Location )jUQaj,3 AP# Plan Approved for: Sewace Disposal _ Water Supply Fold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for " bedroom ited, le. home. Other "&14 S kA 12 o'43Dl %j*LA A, 624'k NOTE,*** /- Sanitarian r Date _ : c.-eer•.a.,rSvr.:. q'�:'@r;*jty'•S' :.',r./"�+iri4ny1+1�•.A COUNTY OF BUTTE -DEP Rt_ MEN -4&- 9L' IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OPI VI LE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ....°°'''' 11 PERMIT APPLICATION DATA SHEET /Permit No. OWNER ,� � �jV � !'9 Cj V jr,4/'r(L A. P. No. Proposed Building Use W O /: K.SHOA Building Inspector c✓'''`� 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) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 1�! School District fees paid .............. `f Sanitation approval from /�'♦'«�i3-� Health Department 15. City of Chico plumbing permit ..................................... 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) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ......... . ZZ 27.(4(9 When/ou issue the permit, process as follows: wner. mai=I to contractor. i/ Telephone fr6gand hold for pickup t - ffice. Deliver w/inspector. Other , n p �,� V U�&? �p Applicant Date 3 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent ---HealthDept. Fire Dept. Other Date By. The following data must be sub mitte rior to permit issuance: (Circle new item 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_—nall—counter by ..date A' Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by NA) DateW01 Plans approved by KA� Date 1 Sets of plans on hold in File cabinet AP folder 1 Copy—DPW COUNTY OFTTE - DEPARTMENT, OF PUBLIC WORKS Z PERMIT NO, 1 7 County Center Dr�IPPLICATIORANDLPERMIT - Orovllle, California 95965 - Telephone: 916/538.7541 — ASSESSOR PARC L NUMBER ( ' ZONING BUILDING PERMIT OWNER go -4 r rg ' r v P " 1z g�/ _ / � SQ. FT. OCC. BUILDDIIN�^G VALUATION 13/6y .J ✓ y OWNER'S MAILING/Ad.DDRESS �� ���� ^ s a,� cH LV! CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace � CONSTRUCTION LENDER UNKNOWN e� ryry�� Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ Z % -S� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 48.9-7 A$ Energy Plan Checking Fee �� $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 7 7-2-T PLUMBING PERMIT Filing Fee 10.00 Y1 d' �K� O^f /'it,�/� Each Trap 2.00 /%Ag AL 1/2' Solar or heat pump water heater -&_20.00 LOT NO.SUBDIVISION 3 NAME M/a 4 PARCEL MAP J/2 Water piping ( 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mabilehome❑ O/" ther/ L./✓lL�es�`/�i" sPEc Fr Gas piping system 1 - 5 outlets)F6 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: V4'OA'f vy-24 W t IrH 444 _ 261.x- 910 — Permit Fee $ ZB , Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR Main service 10000 AMP ORSLESS ,— 10.00 Main service EA. ADD'L 100 AMP_ 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): FlNON-RESID 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. El 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) 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 OCCy2. 2yzQsgft y'— OR ADDNS. ACCBLDGS. .! NEW CONST- U. TI -OUTLET 2,50 ea BRANCH CIRC ITS POWER APPARATUS S (SINGLE OUTLET CIR. 20a50t Ex. Occup(o XDTS OR FIXTURES BAL930 FIXED APP LNS. OR FI Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 _ Permit Fee $ Contractor 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit F $ 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, a d ereby authorize representatives of the Countyot Butte to enter pon t e ove-m tioned property for inspection purposes. Butte ee harmless the Count of Butte against I also a r e t sav ndemnlf d keep g Y P Y g all a i tie ju ents, costs and expenses which may ina w y accrue ag inst' a' ou ty onseq nce of the granting of this perm' . X Date Sign/, U rle of pplicant — Owner Contractor ❑ Agent ❑ An CISH 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 a —$ occ YPE CONST TYPE- V w o TOTAL FEE $ HAZ. CUA PARK SCHL FLD CDF PAR PD I HD. ISSUE This permit is hereby issued unser the applicable provl- sions 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 Date Receipt No. �3l / WHITE•D.P.W•. YELLOW-ASGESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ==-<<<<A C.E Version 5.6»»=---------_� 001772 ]_ usttomir a _;roject #_ 117 Truss YD~ T=2 ===~ ri=M Y 0 0:01>1991' Span 30-0 amilx #I� _ ______________________e -=-..__Q----- Y====�Top -Pitch12_/x2------ a��tlo�s - slig--_-_------ c •---------- ll:93128 3:30 0 IFoR AM JOHN ILTER REQ. EN(t NO. Exp. 6130/92 OTATE OF J'! �, �Q• 4 3-5-2 6-18-4 10-1-9 19-10--7 22-1:-12 38-0 else o 3�-5-2 3-5-2 -2-9 4-10-7 4-10-7 2-2-13-5-2 3-5-2 1-8-12 1-0-12 St�A �C3 q-( 2�d 0. G Ot-� oNi✓ RLC 1�c pldf"Yo -r"r- L 5TpfNk? -w pvR. ��••��� p.C.• ON � . �Ti1'BiZ � � ._GONN>C�iiDh.► (�r/atL) 2x9• / �� . � ,`T%�3 ' �i � @ ,� a: c..• 3x95, 16 (l • �'� ' 4a p S l+ Uv c.. LOQ • 1 8 - /'`� c{x fG' l • 3x� 8x$ Sx$ slb R 15 14 I 13 12 11X0* SPL. CIS &-A) • 20 D I : l O �O'� ,3-3-2,6-10-4 23-1-12 30-8 '� I -- 26-6-14 ' 3-5—$ 3-5-2 6,3^•8 �� 3 5-2 3 S-- - .. L. HL TO PX:14-3-i5 R. HL TO PX :14-3-15 V LEFT HEIGHT:8-18-7 SPAN:38-8. RISE:11-8 RIGHT HEIGHT:8-18-7 LOADING L(PSF) -- MAX ---$INIMUM-GRADE OF-LUM � DD sTRss r -Y TOP 2,3- 834 OP CHORD:2*8 No.2 LUMBER TOP 3Q iQ BOWT 13-14-b 608 BOT CHORD: �SOTT------------------- DE L.< L/360 WEBS :2*412 No 2 DF -L _ _ _ 2 STANDARD DF -L REPETITIVE STRESSES NOT USED - - __ -_-_-.'---SP-ACING--•-•=5�-�;%�avr=--==--------- NO. OF MEMBERS - 2 LOAD118 fa I12H8I MUG puIL(PLF) % joj"S(LIS) 1 1.15 1�.11ii5�g 91�r�I�g10IN 1- 33 120 . 3- 4= 135 A- 8: 120 8- 9: 135 9-11: 120 11-13: 30 13-14= 150 14- 1: 30 2 1.15 1.15 UBIFOII i-1s� 3a ee--18` ±55 -18: g,-, 30 6- 8: 120 8. 9= 135 8-11: 120 11-13-_ 30 13.14= 150 14- 1- 30 4-1- 15 15 t. 3 1.15 1.15 UNIFOIl1 1- 3:120 3- 4= 135 4- 6'. 120 6- 8: 30 8- 9= 45 9-13: 30 13.14: 150 14. 1: 30 4-16: 15 8-16= 1 j 4 1.00 1.00 01101m 1- 3:30 3- 4: 4 4- 9: 30 6- 9-- 45 9-13: 30 13-14: 150 14- 1: 30 4-16: 15� `", a-16= 15 CHpj05il-& 8-7 TO BE=2*6�No?-2�-DF;L' �1� � ( ` �TWl?M-%1 NILS-1lA o.c. or 10d 11ILS �-10-h-0.c._SC O D UD.. 101=t P/��(LJ§ :_,- LD1PG-3� £ Olt-359.3�1IAWKIA1NFICYQI� WK ASYN A d ID i ait.v� r24n Q912T.InF9o* ie camm ► \(� aF 9 Veraion 5 . Q»»= ] _ _=«c< g - uo<om®r E'_____=== C 001767. ---==--- T 0N.- Quantity »x—s— ro sot #: 1.17 True Fri~MaY. 17 08-47Span30-0 D T-1 Familyy # 1aTop -Pitoh---12./12 &RUCTIONS $III -_----�=_ _-__----�_--- ---- --- �� Il=?Z119 9.50 )-------- 9 / YID F(W FESS/ Czm. .� _ ta►- �. .r. REO. ENG. NO, ca OTATE OF 3-5-2 6-10-4 -10-1-9` O CA 19-10-7 23-1-12 30_ 3-5--.2 3-5-2 -2- $-10-7 4-0-? -2- . 1-8-12 3-5-2 3,5-2 1-8-12 Uw(5 �TprNmAw7 �� o�2 Gu:�t�tt1oN-1�rA'tl-�'�. � 6 - Rur r� O* 23•-1-12 26-6-14 3-5-2 3--3-2 16-3-8 3-5-2 3--5--2 L . HL' M P)(: 14-3-15 R . HL TO PH :14--3-15 LEFT HEIGHT_:8-18-7 SPAN: _ RIGHT HEIGHT:8-18-7 LOADING L(PSF)-- '�-- y MAX ST2$SSES===== MINIMUM GRADE OF�LUMBER TOP 30 10 �Q P '-3=0.9 3 TOP CHORD:2*8 No.1 DF -L IT BOTT DEFL.13-14=0.12 BO CHORD:22*12 No 2 DF -L L/380 WES 2*4 STANDARD REPETITIVE STRESSES NOT USED �SPACING- 7- 24=0-- o -�'--- CNO IAADIS4Lon snm ICU IIB$ ADItlG pABBbiPbY) / JOIBTS{%B8) I 1.1 .1 ONIYO�! 1- 3- 80 3- 4 4-1g- 10 8.1++8__- 10 4- 8' 80 8. 9= 90 9=11= 80 11-13= 20 13-14:100 14- 1: 20 8 1.15 1.15 3I1011 11.1-- 40_16= 10 -18; 20 6- 8: 80 8- 9: 90 8-11: 8o 11.13: 20 13-14:100 3 1.15 1.15 OM1100! 1- 3:8p 4=�p 4- 6= 80 B- 4-18: 10 8 -le: 0 8: 20 8- 9: 30 9-13: 20 13-11- 100 14- 1: 20 4 1.00 1.00 OUIy08!! 33 20 3- 4= 0 4- 8: 20 8- 9: 30 9-13: 20 13-14: 100 14- 1: 20 4-18: to 10 CO Y0�l381i��s DSBD6SIGNp3PACSSHOO �D.'ADS-8g �We S � 0)rONSOLt Q0661PI4D 8606 DBSI6N�A, Version 001885 Ctuntomer 0 -�'"ue May 28 14.48:00 1991 Project tt: 517 Truss TD Span_ _8-7-10 Quantity Family o 101 1 ---�-Top Pitch x2./12 s�rq�--...rww_w_w�.-+�_rrr_rw_w�.-....urwwrw�--...-.-rww_.�--- ------- C" __.r Jeri L.Mlf " Q No, C,049392 RM EN(L WATE OF �0-6-1A 4-3-13 8-7-10 4-3-13 �lld NOTE: REFER TO STANDARD FOR PIGGYBACK CONNECTION DETAIL AND BRACING REQUIREMENTS ON MAIN 4X4 TRUSS TOP CRORn 2 �#W 4-3-13 8-7-18 X4 a L. HL TO PX:6-1-4 R. HL TO FE :6--1-4 LEFT HEIGHT:0-5-2 SPAN,:8-7-10 RISE:4-8-15 RIGHT HEIGHT:0-5-2 LOADING (PSF TOP MAX STRESSES - TOP 1-2=0.324 MINIMUM GRADE TOP CHORD:2*4 OF LUMBER --' -� No.2 DF -L �r 30 10 BOTT_zz_ —0-10- _ BOTT 3-4=0.120 D_EF_L.04=0.0_0 < BOT CHORD:2*4 L/380 WEBS :2*4 No.2 DF -L STANDARD DF -L REPRJTC.: LS R88SJS15 PLATE -=W1 15 --- _--====SPACING=: 24.0 ==. c. 0. NO. OF MEMBERS - 1 6 60416101 PLAl�g&S SBBtl NSTALLBD�013 KOJU;ACCTTU 4F FROJOIN ASTH 1 446 Ga90D I OILCEPTIAIDSB=OI11%ls GX DB IGN IS FOR TRUSS 1011 eT OM ONLY.FOB P$BVBI� �D TBGPOHARY BRAC NGI ICN IS AS SHOT) CONIO SSRBIITR ADS DISIGR..SPICS AND UBC.RPI-85 . C NSU T 9UALIF11D BbDG DBSIGNBR, OF 9 r- " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ===««A. C. E. S Version ------- 'STANDARD PI GG 6 4 � � � a; o6: -Its - - CONCTION ]DETAIL, .._ . . A Is OWDA IMO. PlG6yMC.K. TZU55 �N 6U JOHN iI.TkR ryo C,043392 fi i�,A�lON , f'1TGj1 REG. ENG. "'� x t vArKy TO MATCH -Yf xp. g2� MM.N'FIJ5S. T141£a..peA�W11J� IS pop PlGGy�a�clC STAT&OF DAi contN�cno�., p�L. CN y. p47FSR. SE:F'ARA7M RRP1W IN G 5 TO;?- A GT UArL -M"41KTRUS% Dr—TA-IL-.. .w 8-1i-� 4-8-11 8�1-6 ,0 11 5 co 3X4 1 m c.N�l�t' C�_MkfNi7ZU5s ,(p,0.G 4X4 4 2X3 plG�Y�c.� 7a -us s 4-e-li .g-i_d 4—A—ii 4-0--11 N 4lNT UGS 3X4 3 L. HL TO FX: 4-6-7 R. HL TO Pk :4-6-7 LEFT HEIGHT:8-4-3 SPAN:8-1-6 RISE:2-4-8 RIGHT HEIGHT:8-4-3 LOADING (PS F' -------�---�-_-` ---- MINIMUMyC3 - -- TOP CHO RAD ^0 LUMBER i BOT CHOR: J o.2 DF -L TOP 30. *4 &o.2 DF -L --RR-_____________-_ WEBS :2*4 STANDARD DF -L R FETIC.: LURESSE115 PLATE W=-1.15 -- SPACING'= -24 0 in 0. ---------- INC.: NO. OF MEMBERS 1 Ig Y bS SHOWN) SAWAOLSIS ROtTSIGH Snm IND) cOLQ9LIFIlD BLDG DDBIGNIR. EWA J aml # • yvA I --li8ACY1QNS e x ���.___,� ..- - , Top etch` : ^ �2�/x2 13.22219 3.54 i ~- -�-_ -----�_.. Y� VIP FOR / 1 rt•jf.- �g 1--9 _ 3-5-2 r� f' 2 'b.p�' 6 £�>'b, a 15 14 nG,%L 3-3-2 psa �• aNq, AVO, cas "y •4Ss��'� Q�' 1-'7 3 – 1– 7c� 9 sX8 26--6—.11@-9 TO PR:14-3-15 LEFT E IGM ; �` �°�7 sPAA# . R 1SE : � , HL To Ply ;14-3--15 ADING(PSFm —S' — ®s - ®. 1Y^® RIGHT®1iE�t�N °0--10-•7 a �MI z� - T a � �. ....� i� s$ Nis *4 R ST _�v_�m_A—M S�'R1bS5ES mom— ®®�Tavwi `W� DF— IVE NOT USED M1J.®� Q. _ tA11iN� �5 10 : 5B (� IbG Pk�BLrp�9) / JOi�78(G9S AS I 1 .1� 90 2 1.1$ i.13 QN,IYOU Iq- �0 3 6 8. 60 1.15 1,15 U8 0 IISRI; 1 3e 0 4_1 ®1 �Ylg= �- 1.00 1.06 dk1t0�! 8�15� 14 �- 30 4- 9: 20 8- 9= 30 JOP 6; �8-16 fi, yC D i 1/3 J18B ISY dS4 2 DF- LA PL11$Sit1gY. _ Coati. n. tMi.nr�rns_ 1n6�28P.-rith_2-0_�aile sin. 9-11: 80 11-13: 20 13-14Z 100 14- 1= 20 8- 9: 90 911= 80 11-138 20 13•-14= 100 8- 9= 30 9-13: 20 13•-14. 100 24- 1= 20 9-132 20 13-14: 100 14. 11 20 4-16= 10 6�„^avaE. o� te�rsGfB➢ 08.R.�,bCB$ Op-bi�j� i -s �iY$��$��U�����1➢�$�GyDC�lI34R!!�$��I�_�����.b����pSP��Sy����$DS•88 OP C90RD. RRAM Al' 24” O,C, UNLBSs R14IDLY 8NkAYRBD� t RID), R$ TO TP) POD COpRD CONT180098 BRACID 8Y 10,0m O.C. ONLRSS ROOD TRUMS COMMIT AND B$COWND47I0�, AND tGIDbY S6kA78RD: LATIPAL BRICING OF wu w968S, CONSULT QUAWIllb BLDG DISIGNM `]N R�Q019gD, ARX 19 99OMN dD09K. FOR OiMBR ?BffAHRH : ANQ 1RNf?t�RdRY- IIIIQI6 MCA iS Al WAYS .a r vv Of �_;•{ 1-1 . u.z cwu -. U -Os tisgG `� ma » ¢tHolto ' F] I- -- ft BT.11 nRW% .OY -OV-1i -031, 90 3TAT0 e_... 6.1 A --91-a , Q-91_8, -S-S SrZ-E' S- --� SI -Q-3 w Sz SZ t -- £ Xq 07 ,ltd .1 iii .f;i^ • B --It' �ZI SI a -Be: ViA�i2 -I �`-�: ii�1JI3N �''Y3,I ;• t�� Ti xkm 1 i''Uti a s1 . �z WPM,EW WQ3BU-TOS# aaaa3Rsa 3VITIT� UA .a -fin 2A�M .�� 1 DU EZ 9I R�-:�1C0. (E3d)A,�I�iIP l ,e�4.ae�u4 ��i� "� OS =� -!F 001 w!F-1I 0S :EF -FF 08 �FI•f OQ :$ -8 OE =$ 4 48 - QO - OS .5 '! 40 p1` $ �'1 LtfiO�l 11.1 d4.: S -g S aCt FI OS :11-9 09 4 -4 08 d -a -$ 62 =8!-! D � -!F £ NJ 4141 C 0 8I g 001IOU till CF.t 08=8-! Dof 311 OS -1 -A1 001 z 141 0::61-6 01 :!' -$ Ot '8 -8 a 01 =" j 1 09IQG 60.1 6F Z01-1 OS =i -!F 001 zk-&L 09 41-8 0E :2 -9 02 14 0r 4 CF -�i=8 8*2 aS OT T-•8 ; '- : CGRO # o � WORg- i 8Y0II : 0 a 0 bt-6 *154 S C11rE:� oo I t8g.lrto5 1 ; 9I big t1 , --- V8-,Lu f(;y ST f►T 8ifln 11YG� MMAIR UVOR RURV .0.0 1% It MAt{P080 4d is Isvrs � o l�° GSE TIMIK9Oa 21at"011 ON ` NX IOU .0.0 "0.01 it 019498 MURITO, 48005 80410 '01PRIa �1Ja QSili IN TJ�1ak0`'1 i'��dp�1{ &YR �0 O hea JARP J MITUPW MIN 1 �d6t4 R j'1 .RQM >�OON2 E1 kAi .a�BTrBif'ifli . � 21�,�,�8 a; u��au� 2A1'IA�NYq►i'�`iM�2 Q'r;t fi!fir+Ati�S .0 I Version _ umtcme r 5.6»»mow_ :��_�_��[ 001772�rbjmct 0. 17 { < Rog Span 3U_U Tx-uaa�ID . 'T-� Mrmil�yZ7cS�N� 199 Quantity 2 T-�RRb i3S�:_Top Ptch— fl 8. 0FOR JO N lLrLrp f REG. FN(L N0. r& K -Ie ql.qn?ae L gTATI SK ''4L 3-3-2 6,10-4 �- 1®- ir-9_ _ 30--® 3-5-- 3-5-2 4-10- 2 3-5~3 4i2A r,4f0 kf '14" 0 c. 60 A4 40" D.G. 00 ir.5. pr)�V4 r.(p 4• s , 416 f 6 �kI �' �v--`---••_ ("' .,mss•'' S"�. �. �. iS 14 13 L. HL TO M.14--3-15 B. HL TO Fx :14-3-15 DEFT HEIGHT : &-10--7 SPAN : 3A-8 RIGHT H IGHT : 0— 0--7 =(w LOADING-� Pad'Ma STRESSEaINIMUrY�GGw�tAD-��oe��------ E0p 3p� 1 Tg$QTT i-1'=0-648 Top COR .2*�4.-z� TT 8. I� DEFL.< L/ 60 WE�S _ .J*12Ell-L RAPETIMPR STRESSES NOT USED tA{D1NG a 91 INC 51LQ aINQ PAN$I,(PLPj 1 JOMS(LgS) 1 1,4 f.lb ONRORH 3- 120 y _ 2 1.15 1.16 UNIFORM 1 13= 3 9-1l: !- 3p 14- 1= 30 4-16; 15 3 t, I5 1.16 OK1H0$lf 1- 3= 115520 883- 4a 135 4- - 120 4 9.00 1.00 ONIIOBIS 4-16 - 3- 88 9-14: 45 d- S� 30 W CL 4-4 (7 : 8 • t 4� W2�-y ACJ" l l b PO N rf; is SNS, M A O ct I M 1- T��y L Z 0/ Jzv ? 110.2 LSF-- tt .� H ��� �� .� l� QA n�ia Y1T Q 1 tw w w w- Ina 1[lii ]A 1. 0TOB C700 -co TiAMS BRA09D AT 19'0" 0.0. 94LISS FG1U6t In mfol S, RU RRQUIRNII. ARI AOL S90NR ABOVE, FOR 0?HRR 8- 9= 135 9-f1= 120 U -13Z 30 13-14% 150 14- 1= 30 6- 8= 120 8- 9: 135 9-11- 120 SO 13-14::150 e- 8= 30 8- 9.45 9-13; 30 13-14: 150 14- 1- 30 8- 9! 46 9-13: 90 13.14- 150 14- 1, 30 4.18= 15 ME S K.4 cr- 2.y- � ca,,'T 6ria+45-. rr.+(2, 6 - a M"Us M I Ai C is R10109D), Rl"18 TO M PDHUCATION BWT-16: PRACIP3 MOOD TUUSSIS COURTART A0 MOMNRRDATION, AND CONSM 0A6 111 BbD0 DISION18. PD �-XINDS-BB A sr�too-««a.c eel. V&M 17 S -T QZwcsau-xT OV.1 ; # ft�4�6Q ,S VQl.Caa pNINuwj f �+OY .�ti43 .8311 c�lOG � z1 = ho. �1911 SI -1 -CS V -91 -el 5-�-•£+ 5 -1:-8 -S-s V -91-A S1.-9-.0 x•zv ai J ` 91 .ag2 pis 11 —4-- _ -- _-. r �-p 1�3-d-8S , SL -•,l; -E5 �,�� _ p•-@1�-3-i-Ec L (S�-i ,�--GY•-MHDIV THOM 8-1tP ; 321R 0--R2: MAgg 1T--81-8, R'ktJI3N TTPU .j0�=aAAmiMxi�Y� �-_..---- �8922RS�T2 X.AM----------���q> 7"�HZaAt7+.I CIO q h���gW 80 .42€;�I > _.._ � 02 T<i� va4A^..�- -`D-_�A=-QH2U TOk-ML9M SVITt'T3q,'M (2B�}3Yfi10b (�d9ldliA9 D>ti 112�4I Hu Maw -E OSt -eg tGi I.! OE --1� -!! OC1 epi -B1 41+ Z!Ei it 0Si :!!-e 891 :e -9 OSI :S -► 1 8 at =8I•� 01 :81-11 OSI 2114 it! :0 -6 091 :8 -d 6 - - i :1 -b �I =8 -! MA01Iftq Zi.! dill S 11:1 l- 11 :814 OZ :1 41 OE I 41 u$2 W -E! OE 41-8 4 4 -8 H :0 -8 01 : 41 :1 -8 OSI 4 -1 F101190 41.1 dill E al :01-) 02 :1 -11 Obi 4141 48 .£1-Q 8 :e -8 U :6 4 +61 - =d!-& )WO�INO 00.1 00.1 ) -.41M2�r�u !, A .S,� � '�U+�J x.T Vo l �1V� b7vb�p H'.J��3 �4 �iWC)q d�� -!A r�9a�°.� 414 .�1•-� 3W LIQ S . oU * 8 T p� OggH� :i gK 0I'� C :.o �1 ri ��U� �0 2.0.1 11 P. 80G �Si( �� I R " 82 8 a SIi 9 l 2 ► r~ tf0 4 � b �m ei..Qa41i r.iid' �r- I Jog oR. aTA A14 MR 82i9�128 8T-T:rc WTA41JR9 i9T 01 291418 ,td2217082 M q0 19A1,11690 IRMT NOW .MMIN PUM 0131JA0 UU904 LjltbGti4 +Yi1viR ��aunv lulu n .n ..r+....� .-•.. .- 2E$3#19 .9.0 "clot iA MAN 2000A►T900 WK 1:0;T4 +2919115 8SK 10 MU9."1 WITA1 100TAM rdG10I qWo 9Gt 8108A 9Y09r AA lit .61210PIR 411 tipan 30-0 ,��� t 1403lop Pitch ./12 119 3.5 , 1!:-2219 U0to 7, 3-5-2 2 3-,5-21-2-4 ' 4—:10-71 1--0-13 .••'ter �k(0 4 Lj Sx Sxb l4 40 t.9 r_ 7,� 3-5-2 K6 %tib 13 12 :t 1 iii S :P1u . C.19 6A) L3-5-2 T b-18—�! 23°-1-1 26-6-J2 L. HL TO -MA-3-1.9 �. HL TO PH :14•-3-•15 LEFT. HE IGH.1 7 : q—ip--7 SPAM : 38-0 R TSE :11--0 RIGHT ME IGidT ; 0-10--7 IAAI�TNs3 MAX S� SES 33 _ — MMINIOP r,,qRADj,0&-- I,UMI�ET 1� —�r3 T2:4q*z <-L/ - 360 hA—T, ,v.www i:.t�`-Vit+=w' .w►��-.rid �- ...1 __r__ -----r_ -e { .'���8 3/ RSPETITIV� STRU89:9 NOT USED C6�%ijA2 in j o. c. �T _ - 1 m� o9m - 3- Ba eo a• $• ao aY s. 90 s•11= so 11-19- ao 13-14, 100 14- 1= 20 2 1.15 1,15 011VOIN $ • QQ - 8: 20 8- h 80 8- 9: 90 9-11= 80 11-13: 20 13� ��•_ •��b -1:110 �a aoa : 3 1.15 1.1�: tl1111eaID1 3 - = 8$ Q- a: 20 S. 9% 3o 9-13: 20 iS-18m 100 14- 1% 20 4 1.00 4.00 091$01m i$ 3- 4: 30 4- 8: 20 8- 9= 30 9-13; 20 13"14= loo 14- 1t 20 4.16:10 6-7 T� BE 25 o . 2 DF— L TP AS 6O AM s, 99t.. Br ci c$ n. vithg2-$ ile a. yg S>fOSL 8 T S 4U 0j �. tCB OF3 01 1 1R3� ���I i tPiQ' 3A 1 0 � '01' CBaa>1 k11tiCBD Al 24" O,C. DRUB1z1U1DLY SHR1�9'116D, 91VV4X511J, 511599 IU TY) FUMULTIUR-M-70: OVAU116 090t C80�U'CONTIND.O�& BRBC>�D di 10'0'0.C. 1!1}68SS WOOD vSU95�S CU8nB8?bgY A8D R8COi1M@11DA�10d, AID 11DIDU 81111110- hATI RAR DRACINS OF WID MMIRS, CONSULT QOb�AT':l D RN 11B9I8N�1:. 18BN AQUI8AD, ARW dS SHOWN AROPR. VOR OYNRR �tOAHOT,.Agj 71111"OR y ,fqA(!'Jn lulu IS A1,HAYS S��D UBC,BDS-86 0 ^- ^Y+p- F S21 r014Qortr3q�Yr els :ii AQ .., .New 3TATa P j ► �� ""a7tvvR H-��i-a-a� s.c-t••ss �•-A.t-a , s-�-c , E[Mt3�Io 0 0- ,��I 4IM 8202 — T2 XAM f �g� �i?SG►4�.. • Soy . fig �g t T2 Q `�— Sig �� Y.._-------------_--__-..-..����s�c� .w,__��...... . • gyp R> �M�APA9�Y aSaU TOTS 8SMSiTa SVITZTagag (8&1MVIOb \ (M)JIM LIV3 a =t 41 001 =ti -E1 of :U-11 OB :11•e 02 ;e -8. 08 :8 4 0e 31- 2 .31-� -e :B �6 G6 �6 -8 QS �8 -� 60119 Z1.1 Zi.t S 01t ;!t -E1 os =Ei-t1 os t1 . 1. _ • t of :z -e1 opt Z -11-t1 0s 41-e oe :e -8 H :8 -s g� '�i=� � - t�a$I80 �t.t C1.1 E R 311 11: 1-1 01 ZM4 os "141 001 --H-Ef eS -.0-0 09 -e -8 02 :8 4 0e =) -6 g' -- •� �a�ta� Gfl.i GO.I � 1 �c- J -'qa R.0%- 09A Paas2 3A 2g INT V JA W 81.8' �� gg gggU? a ,elk A� 2i2gY�-1( z0 lL �..iAog� 'gxl._go�2: b6-29$,,,�i, Q 8 R iiia 4:3. D iii �4q E IIIHI �. 'Alit d, X14 �o 8 �I 4 &t]b 3 Ilan � �'°__... , , � , �� , , Q$d ,iioifAQ$&p�00Rr, Q$1 f¢dfii$=;� '� ZY eUar cool 'URTA$N8 Y�feIM HIJOU .a,0 !S N GUM GR0811 y0. .�$Y8i6zu aQse :'.t•iMI110f R cool MAU .014 10'01 S6 MARI 200091190 4900 #OTTN 1891999K ilk 10 WOW WITAJ AMID UGiDii RIM ¢46' .89o88 WG042 E/ HA AMON HS¢i V h'JUVI Plug rRb+tA($�� �R� iitRHtG�JF� ugi Sommer' „�-=.1 001772jM-,J==<< 4 0 AN »�- 1?roject #: 17 Truss^ID- 'T`-2 �m3lyyay#1� � 0:� 199'. =Span 80-0- - -- Quantity. 2 TOP Pitch 12-/12 -__.,_,._ ----RBA--- ITZI55_.._..==e ,----------------------- .. _-_ - .-.- lI= 8 .H 1 � 0Ftp pp ,1-1 c 3-5- 3-5--2 4--.113--7 ax8 AM EN(L A.O. VAik OF 19--10-7 23-1-12 (a --a 3-5-2 1--0-12 *0 IS 14 �j ,.�,• fed ., . r ( cl>ea 0 13 12 1xxo SPL, CIS 1 1010`' �--:iW� 6-104 ?.3�J1-•12 26-6•-�,+��-� 't L. HL T3 PH :14-3-15 P. HL TO PH :14--3-15 LEFT HEIGHT :0 10-•7 SPAN :3H--9 H ISE :11-0 RIGHT HEIGHT :0-1Q--7 LQA:MNG~r(PsFMAX _`T....:-.SxRESS�S��qq --_ o=,L._..B�a�=_ .. 1 IMU1�P r, TQg 2-3Y TTQPT 3pp BOTS C f� .834 BOTT 13-11Q=8p.808 DEFL. < L/380 T g�ooTT C ORD: WE$S —;-2*RADJ 0. R --L- * i 2 9TJDARBF`��' REPETIT.M STIRMSES NOT USED I.OADINC SSTRXy B I $88 QI$G PBNIL(PGi:) / JOINiB(L86) bbYom i 33: 20 - 4= 19§ 4- 8:110 2 1.16 ' 1,16 0911100 1-13= �0 ii- �5 14- 1: 30 4-16 t5 ili33 1.15 1,15 0N1YORM I. 3: 120 3- 4= 135 120 4 1.00 1.00 UNIFORM 1.13: 94 9-1l= 45 4- 8n 30 V4 64 +.-1G ; {�-t6 ( v A�j' {' s- ��Ni l 6�r�GJt�1 44AV4 CHOR, 5-•�' 8.-I TQ BE 2*6 No.2 DF is 2.?t 26 Y1I itfi MOM BIM V/19d MAI .S 1. 1n. n P. er 40d 11711 i0 to 8- 9. 135 9-11: 120 11-13z 30 13-14i 130 1A- 12 30 6. 8% 120 8- 9= 135 9-11= 120 1113: 30 13-14= 150 6. 8: 90 8- 9-- 45 9-13- 30 13.141 160 14- 1= 30 6- 9: 46 9-13= 30 13.14= 160 14- 1= 30 4-162 16 VSS 1w4 6112 2x� �ewT 6R4,4 ct,l2 8 ,! WffiLs N tti A . (CRORD AMD MIRS1 t$ D —&— VeYVNi! al •1 V.V. wnuu1V nival,ue auaasrgouj RIQUIRRD), R171IR 10 M PUBWO T)OB 8HY-96: 8RIC104 10TON CNORD CONT110003 MAUD AT 10'0" 04, MIS$ 900D TROMS COONI TSR? AND RRCO#11l PDATION, AND �IGIllL? SBBA4RRll, Lli't kl1, `RR�CING O1 A88 8B88EkS, CORMT 4UA011D RbD6 DRSI0NR11. M MUM, 01 K Uhl ABOVE. YOR 07HR MONA..ME9 BL djECIM6 - Il agA..LMAIS _..... .. si Il,�>>$Tsa �M nemo�tsu� •�.. std iirn,ar S -T G[I �Z�.Sj e{��g qaT S _�•f }�c_tFu� _ ---0 y0..:. r•r r�;,fi901 l0jlqqA .ori .003 =1 10 ATA4o ��f�J ���� �.�{- _st"2—� �r-9t—E'i _-�___ Q-.�—•9.I A-01--3 I S -i-£ 1 `aN6 ISJ4 I �-o�—a s—�•-s. e % -E _N Hg OT .IN IR 21 -E -P l : Ng OT .IH J T--8Y-8:TRJ!3H THIDIR 0-•11:32I9 8-80:KAgZ 7.81-WTHID1RH ig9J qpq qCT S : QiiOO 808 =t t -E!. TTOH j 0� QJT —W ASA " gs��s 0 �2'4F_ ._�,. _:.- . ..__-=•��.�...� ���'���v���=.__-_�=;_w�:.=,:._=_=Q22UrT4K- �S'JTTlTaq,,jR oC tl -K: IU :1i-8! of :Et -!l 091:11-e RE! :2 -8 OU -5141 ae :V-8 ON :11-9 M :8 '8 aS! :8 •8 014 -)t 014, :)I -EI of :El -e 4 :e -8 0E :8 4 �! :BI-� 4? :t -)1 adt :11•f! �8 :El -Q of me •g P-80x.AR! U 0 OMAR :81-Tva WTIOTdBUI Iit or 919419 f(QBRIUPRA Qaa ,901TWHImOM qKA TRIMI( o.7 RMUST 000 AIREM Oi1dR QR t UAY9 1JU X03 01111f6CfiD 7Yaivan BVQ1:p7 .v.v F• {n .Avvu iu .41u sr tat -Igo 13.0 "a'Gl TA MAR 2U099I1903 uaoao 991Tol ,mam ev io 8K134e9 jAMAd .010TAM fdB;Dl UB11h BI.lWyl EMU& IMM. MVIM (agd�3Ti�IQt \ (4fI4j,1tk�4 7i(I 881I � �l 2HRE", RIM OSI -_B - as _� . ti I -1 •° .! WHO xt-° G t :9t• d£! Ul :l££ -1l ROUND U.l 61.1 E -✓ego, "0 Z?q 'ArlmoWl : \\j -TA '44,�,4M rJf - . r!k4% X'� W al,kii Ulm �.—R U ISIOU", Ambill I f, M. 0 Ajq OMAR :81-Tva WTIOTdBUI Iit or 919419 f(QBRIUPRA Qaa ,901TWHImOM qKA TRIMI( o.7 RMUST 000 AIREM Oi1dR QR t UAY9 1JU X03 01111f6CfiD 7Yaivan BVQ1:p7 .v.v F• {n .Avvu iu .41u sr tat -Igo 13.0 "a'Gl TA MAR 2U099I1903 uaoao 991Tol ,mam ev io 8K134e9 jAMAd .010TAM fdB;Dl UB11h BI.lWyl EMU& IMM. MVIM I' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIlFCalifo is 95965 - Telephone: 916/538-7541 APPLICATION ND PERMIT ponsmmr_— —Am LW -40 ,v ASSESSOR PARCEL NUMBER ^� ZONING BUILDING PERMIT OWNER % (/�� �) /� �.- /} /r, !%n L� \J V / V l 44 1— '\ T LE HONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAI ING ADDRESS V –ro /V P,40. q4ZL? 7— CONTRACTOR'S NAME TEL O CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UN'K NOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDR ,3 W,4 Al r {/` Permit fee $ PERMIT Filing Fee 10.00 U j�PLUMBING '41Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME G PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ut' it'es Installatio Other ❑ Describe work: r r _ We Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10:00 Main service 600V OR LESS 100 AMP OR LESS 10.00 �pQ p Main service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penal[ of perjury (check one): Y P I Y ) ❑ 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 OCCUR.& OR ACDNS. ACC. BLDGS. , /zQsgft NTLET NEW CONSTR RANCH CIRCUIT ON"RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTURES e200Sat AL®30 FIXED APPLNSOR Ex. Occup. OUTLETS IRES( .) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 O Il/ O Permit Fee $ Contractor 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that. the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the abo entioned property for inspection purposes. 1 also agree to save, inde nify nd keep harmless the County of Butte against all liabiliy-es, judg ents, cost , and expenses which may i any way accrue agai s l unt n co sequ nce of the granting of this p mit. X Date Signatu e D Ap icant — owner Er 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 L TOTAL FEE $ S p� • SZ� HAz cuA PARK I SCHL I FLo I PAR PC Ho ISSUE Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTO F PUBLIC BY PER EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date �3 =per Receipt No. �.C�/, (0 9 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE -ORO?/IEEE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET /_ Permit No.CMW — IF 0 OWNER LEO GynV -L45/e A. P. No. &'S-- S- C1 f Proposed Building Use S Building Inspector � Date 7 -3o --FO At time of permit application, I was advised .the following data must be submitted prior to permit processing and/or issuance: 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). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. 13. School District fees paid. 14. Sanitation approval from Health Department. 15. City of Chico plumbing permit. 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 of DPW. 129. Driveway permit (construction approval required prior to occupancy). 0. Pre -Inspection for F_LEaI required. ��� Contractor's license information ( bb, ____%e:f'22. Cif Workmans Compensation I -. 10bK pt­,cl-pp , 23. Owner -Builder Verification (Given to owner ❑, Mail to owner cr). 24. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. When you issue the permit, process as follows: Mail W owner. Mail to contractor. Telephone V i and hold for pickup at PW office. - Deliver w. /inspector. Other Applicant Date GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. OroviIle . . . 7 County Center Drive Oroville 7 County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m.: 10:00 a.m. Paradise . . . 747 Elliott Road Parad i se . . . 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant d OWNER Propose COUNTY OF BUTTE - DEPARTW.NT OF PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTER DRIdE - OROUILIJE k, ),1FORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET on Zr Permit No. A P.. No. & �G_— s' CI Z_ Date 7 -3o -F0 At.time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t j DATE RECEIVED APPROVED 1. All items have been submitted . .................................... d. 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. Statementof Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees,pC d ............ I*-) ..:+. ................ 12. Park fees paid....a................................................ 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... - 16. Plot plan and business, license approval from City of (see Cit,y,for,other req1rements),i l + 17. Planning approval for (A) Use: r (B) Parking: .. 18. Improvements may be required. Contactaand Development Section,DPW' l �19^ Driveway permit (construction approval required prior to,occupancy) 1�L Q. Pre -Inspection for FL EC required Pre-Inspec. request toC9*3 F0` BuiI i gInspector (Date) 1. Contractor's license information ( s Herr. B2loff csp� ft C E0bh4=1F& Workmans Compensation InsvrmT M.— /6y. -Ohel.�a,-- 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... w 25. Letter of signature authorization ................................... r 26. 27. When you issue the permit, process as follows: Mawrier. Mail to contractor. .TeIephone.0 '�T'and hold for pickup at office.—Deliver w/inspector. Other. Applicant Date Copy of Haz-Mat corm sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent' Health Dept. Fire Dept. Other Date By 4 , + The following data must be submitted prior to permit issuance: (Circle new item 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--nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Copy—DPW Sets of plans on hold,in File cabinet AP folder Date 1.'= N1 LA -MS 133add Y. CIO ,y 3t ' 1 1 PRE,.. INSPECTION OWNER: L !y DATE LOCATIONs . A . P. # CONTRACTOR:) /j W /V F2 ZONING PRE—INSPECTION FOR: r Z� �� L DATE TO INSPECTOR " J `/ U ----------------- PERMIT HISTORY: NONE 0 AS FOLLOWS: TYPE OF OCCUPANCY -------------------- BUILDING USAGE: - TENNANT: OCCUPIED D Q HEATED -COOLED OTHER COMMENTS: FIELD - INFORMATION HAS ELECTRIC �_] HAS GAS Q HAS SANITATION -FACILITIES ED PERSON CONTACTED ACTIO RECOMMENDED: ISSUE HOLD FOR OTHER: BY i Gf /I /11%`I't� �lf� DATE O CO2 a �t-,e VA O COtJst CAl2s EA Couc Darn NOTES LEGEND BASIS OF BEARINCS,I5 T1°!!AVLY. 80Y. LINE FOUND COR. MON. AS SHOWN---- - I S 0°3e 17'ES_ 7(o.sl Z6 6- W04'30' V= Wo' L-199.37 51 N'7/;16 IO'W 45.39 j OF THE S.W. 1/4 OF,SEG`.`-7,AS N O 55, 36w PER R, FOUND Z'IRON PIPE W/ BRA55 PLu6 L.S. Z790•-------0 Z 5 5'32. 3B E 7Z. 79 - Z7 p• Z4;0415" R+ 300• Ll 13&.54 , SZ p• 11°13 1Q. R=330' L=�'4 SET 3r4' IRON PIPE L.5. 3634 - ---- ------ -----• ---0 53 N 15'01'OOW 6.5Z ' 3 " N 19°49' 3d E 102.56 Z$ p= 12'00'00 R• 300' L• 62.83 r - A/oTE At- 30' /0,- IzONP A.ro CALCVLATEO POINT ONLY - = - - --- --- A d 5 19'49' 3O"W 110.56 Z9 p• 3( WOO' R= 300' L• Ib3.28 s4 N 87*5+'44'E 3077 I PMS(If UTrCirY �SEmt-'•�r' 55 p=4° $Z OS %2'3304-26.,2 I IZ ,, g RECORD DATA PER 56 -R/9 -66------------(R,) 5 N 19'49 30 E (°8,00 +y0 N BS' 14 42 W 155.44 Ndstr„ 00 A•S AEe Q.S•�/ 86 /8796 ° S6 A=te I'4 330 L=SSM 190- RECORD DATA F'ER IOS•P/M-3---'-------- (RL) b `N I 54'55'w 307.72 M S $5'1442"C. 364.74 ` 4 5" R+ -/y A, p, . 57 pp 70 Z6 11' -R• ZO L 24.59 a�'c� YAIt-T - 7 j 8b IS Z3 E 199.35 3Z N 85'14'42 W 229.30 - - ,./�rt 8 - 30 A/e✓- Extcus.uc 20.90 ANv - - - - -- - -- �:ce •. PUBG1C UrrL+TY EAjEMC.••rr LIc•Nr ANO Ate ES...r LI.1e - - L.A. 8 N, I. 45 08 W 144.14 3.3 p. 60'48 5(, R-200' L 212.29 �'. 38'1Q 38 R= 10 L= 13.E=3 t A!5 SER ZO. n/. 8&-/8796 QFC0ri0 Oarp. A3 -212 48- P/,- 77 - _ - (Qy) 9 •1N.I' 45 OS W 174.34 s4 A• 79' ZZ' 39" R= ZOO' L• 27208 59 A' 8I'. Zo' 30` R• sd L-70.96 ' , FFEIL ' Io •' S )° 45 o$"E 30.20 35 5 45'5,'23"W 50.00 60 5 45'54'23:W 50.00 '<p° 13 J jj.s,�/ 86-21245 n y g5'14'42E 300. Z7 9D N 44'0537•W 50. OO 61 N A?57 ZI' R•10 L=16.33 I I Jho • _ - - - IZ'- N 1'-53 30 W 30. ZO \>7 5 O' 4'5' 50'r- 250.86 62 N A554' 13 a 58.46 - tY I 3 N 77°4 4!k_ t1o.53 3. 3g 5 0'4SdF- 209.00 6 5 3 44'O5;'3 -7'F_ 50.00 i -i 64 N 85. 14 4i w 30. 14 LOCATION MAP NO SCALE ' Ia 6,51"53! 34'E 171.41 39 N 8•9 1b Io'E 209.00 FD. 2 3/4 TOPPER W W is S 2b° 31 02 E 177. ZO m 5 0.43 5o E Z09.00 65 N Ss 14 q2 w 300. 20_ .. _ _ , . L.S. 2780 A5 E, /4 a 16 S 11' 17' 321•/ 138.ZZ 41 5 89'16 )O W . 209.00 bb N D'43' 5v w 462.74 K67 &• 3' 43' 34 R= Z30 L 14.96 5EL.12 PER R, �7 ,N 92' 37 05w 95.88 44 5 69')(;)0'W 30.00 4004. (fib _ /Ib� 68 N 57' 10' 34 E 149, 38 - N 87° 53 29�W 1341. I - - '8 . 5 23'251(0 W 81.02 43 G= 41'34 Ih"R= 300' L 21767 • \) b (R.) 69 N 3` 56 49"E 107.23 1 I 731 Zm SEc,I SEc7 19 ' S 36° 25'32 E 114.54 4n p= 44'2437 R- Sao' •!r 232.53 � I 1 \\� 609.90 �' ZO �S 0, Oz! 31"%,/ 141.83 45 N 30'01 ZD W 201.44 b N IB 5i 40%/ 199.64 (o"POhr IN CONC. II Lb 56R/ iDZ V .5 54°OZOO"E 96.35 46 5 88°05'03"W 55.0 O (R3) A S W 1/4 5EG /Z 2' I r� I:t 44 ZZ N 34' 2y' 35'w 124.85 (C,Y 1 47 N 34Z4 35;`W 91.86 PER R, 5.379 Ac. �e \�\ t3 'N 36'27'02W 13 X 1.17 Ce,Q) 48 p= 3' 57'Z7' R= 370' LP Z5.56 { 3 \ t4 +N 26 14' 10 W 117.65 (Q,YQ3) 49 N 38' Z7' O2'W 74.55 ! • \, +o G 4. , O N 87 53 29 W Q �� � Z5 N I S' t` OI'00 W Z9. 13 50 p= IZ IZ' SZ' R=430' L• 91.67 - S•P.0•E• L ��g•0 5 574.42 r �\ 5.004 Ac. N E. 0166 9 43\`I ` - . I -� • %, _ _ _ I _ '.Q _ _ - ,�. _ _ _ • � _ _ __ _ _ _ ... _ . . -_. _ _ _ •- � - h � CjcALE I'=Zoo' � _-- py I _'A /4 87°52'0/"W ,o; (00_ NON EXCLVsrvE ROAD i P. V. EASMTg I _ - _._ h 1'y.�",a-�. } V 41 1 T 430.33 , 01`, TO BE K6SERvED IN DEEDS G OFFERED FOR LI ,e 5.010AC. ._r1 ,,.I Q,- I 4(°0.36 / DEJ)ICATION. L�OAO M.4n.r TENAKCE _ e W H' �, AGP�c v.c.✓r 9 s �t72 Qs ti/E9-008764 `A s �3�. 35 _ e`'1j r.C'; 1 �y^ O I 3 62L)778.39 39 Q 4 1�.+?� P •,p - _` AN0 AS PE/Z• QSH. 69-008759, ('9074762. abs s '<% om;�4 I I v ¢.s,.c e9 -00217&1 FD. 9/4 • IRON O < 4'� ' \\ s/ h 5.559 Ac. _ I I 5 V1 _ ., '-... .-- - 53 DV.J.i PIPE L.S. 2843 PER R, f1 P' .a �-46, 4f� \ n 3111 III' ® 5. 695 Ac. � � 1{{ `'4-I SZ % PU SLI G L(T / u TY 6ADEMF_NT 70 '3 f, .33 �K`=RWr4, I h `/r'' y;t• p s7 - "Fie -4-L-•+• . �- _ _ 3Z I ,�o r�_: FO 3/4' 1 RON PIPE •i�,. 5S .QJ _ � _ � I I �. \J DETAIL ASGALC /*L.5. SW14 PER R=T.S_S q ./\/�/orS A . . 4, Qy° 5.173 AC. 3IS 3 _ 26 - 1 Z'LY.RE?194 0 v - - S8T51 441 / 77$¢i .9 13` '14501 ( 602.61 2 ,, 1¢o.I v• c G •� m W ,oI\.>` o / 27 -- 24 30 STPIP DEEDEp707 On 00Ae. 0b 8 10 - DL-rTE CO. 0.274 AC. r 9 '�--•�r...� / ?��3. N.A•P N _ • �I ,n �, 5¢9'/iO�v 7 In 8 ,,m :' 5.474 AC.- - �, zz(.sd-� v'^ `;�. 2 1 AP. N0. 58-48-401 65-05-35 I IdB."FJ W 6.aesAC. _ ®`\ Z ' r ��. I Q� r ba __ :,.r, h 196.29 , , 49 8 Nei `) 13 1¢ _ �i �i . .v . v+ 1 47 - 1�,�rala N 86 04 29E �� IRS •� _1451X7 04.07 Cee ! 1� N 88°OS 03-E 984.67 (R,XQy) D (A/e8° /'or. 'eX2y) 7 MANTHEI. SUBDIVISION FOR #` 'r• " r MANTHEI CHARITABLE TRUST 74565 Dillon Rood - w . Desert Hot Springs, Co. 92240 • ``f� _ L INFORMATION SHEET ..^� )INTENDED TO AFFECT Being o portion of the S. E. 1/4 of Section 12 T.23N.,R.3E. E INTREST IS BEING :Ond o portion of the S.W. 1/4 of Section 7 T. 23N.,R.4 E. Y RECORDED AT OFFICIAL 41ALI NO. 89 -1o4 -9s M. D. M:, and o portion of 56 -RIS -68. Z _rLi`'Z7 1989. Butte -County, California ,y �d µ June , 1988 St f -b .� ._ LI PPI NCOTT SURVEYING 1007BILLE ROAD P.O. BOX 671, PARADISE, CA, 95969 Ph. 916 / 877-4300 877- 8877 .•86 -09 -it . t «.. .ti .,.-.-. �..,.� a •,,. - ... r � 5 ,•, _,. z,;.- .,v-. �-,s_ . � ' �.. ...... j- -L") . vu lu . 9u 1.0 13.0 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. 13.1 S'Salt'-aas ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 06-03-2009 File: C:\RESDEN56\Gunther.RES JOB : Residential 2 Heads Flowing unUCi DESIGN SPRINKLER MANUF : RELIABLE - RFC49, 16x16, K=4.9, P=7.0 7 10.00 MODEL : RFC49 8 10.00 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi 9 3.00 I AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft 10 1.00 I SPRINKLER Q 13.0 Gpm METER 0.0 Psi SPRINKLERS FLOWING I NODES 10 PIPES 9 SOURCE STATIC 50 Psi RESIDUAL 40 Psi FLOW 35 Gpm NODE ELEVATIQN r, -FA%QT OR EIRE05TJRE DISCHARGE NO. ----------------------------------------------------------- Feet Psi Gpm 0 j- -L") . vu lu . 9u 1.0 13.0 2 18.00 4.90 7.1 13.1 S'Salt'-aas 3 18.00 7.9 4 18.00 11.2 5 20.00 13.1 unUCi 6 20.00 15.8 7 10.00 22.0 8 10.00 23.8 9 3.00 27.9 5.0 DOME 10 1.00 SOURCE 28.9 31.1 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm 0 REQUIRED DENSITY 0.051 Gpm/Sq P Ftx COMPUTED DENSITY 0.051 Gpm/Sq Ft pa's TOTAL SPRINKLER FLOW 26.1 Gpm rr'a TOTAL DOMESTIC FLOW 5.0 Gpm e'0 TOTAL WATER REQUIRED 31.1 Gpm TOTAL SPRINKLER PRESS 28.9 Psi WATER METER LOSS 0.0 Psi VALVE FIXED LOSS 0.0 Psi Copyright (2008) SUPPLY PRESS AVAILABLE 42.0 Psi by DEMAND PRESS REQUIRED 28.9 Psi Hydronics Engineering PRESSURE CUSHION 13.0 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 14.0 FIS (800) 845-9819 ill L1\VLV 1\...J ♦ 1\LJ 0 I L/LJLV 11 I1.0 I: _L 11.li •7r1S11VAur'r' r11JJtCt uj.J.L o ;J 17 - Z) U ZLVI.L'J...LJ."j, rage G ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 06-03-2009 File: C:\RESDEN56\Gunther.RES JOB : Residential 2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 13.0 K= 4.900 L= 9.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= LL F= 14.0 C= 150 Pe -1.3 Pv -0.3 Vel= 6.9 D= 0.874 TL= 23.0 0.0944 Pf 2.2 Pn 6.7 -------------------------------------------------------------------------- 3 Pt 7.9 2 q= 13.1 K= 4.900 L= 1.0 Pt 7.1 Pt 7.1 2 Q= 13.1 F= L F= 7.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.874 TL= 8.0 0.0958 Pf 0.8 Pn 6.8 ---------------------------------------------------------------------- 3 Pt 7.9 3 q= 0.0 K= 0.000 L= 6.5 Pt 7.9 Pt ---- 7.9 3 Q= 26.1 F= B F= 3.0 C= 150 Pe 0.0 Pv -1.3 Vel= 14.0 D= 0.874 TL= 9.5 0.3427 Pf 3.3 Pn 6.6 -------------------------------------------------------------------------- 4 Pt 11.2 4 q= 0.0 K= 0.000 L= 20.0 Pt 11.2 Pt 11.2 4 Q= 26.1 F= B F= 5.0 C= 150 Pe -0.9 Pv -0.5 Vel= 8.8 D= 1.101 TL= 25.0 0.1113 Pf 2.8 Pn 10.7 -------------------------------------------------------------------------- 5 Pt 13.1 5 q= 0.0 K= 0.000 L= 14.5 Pt 13.1 Pt 13.1 5 Q= 26.1 F= B4R F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 23.5 0.1113 Pf 2.6 Pn 12.6 -------------------------------------------------------------------------- 6 Pt 15.8 6 q= 0.0 K= 0.000 L= 10.0 Pt 15.8 Pt 15.8 6 Q= 26.1 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.5 Vel= 8.8 D= 1.101 TL= 17.0 0.1113 Pf 1.9 Pn 15.2 ` -------------------------------------------------------------------------- 7 Pt 22.0 7 q= 0.0 K= 0.000 L= 34.5 Pt 22.0 Pt 22.0 7 Q= 26.1 F= B3RL F= 17.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.5 D= 1.394 TL= 51.5 0.0353 Pf 1.8 Pn 21.8 -------------------------------------------------------------------------- 8 Pt 23.8 8 q= 0.0 K= 0.000 L= 7.0 Pt 23.8 Pt 23.8 8 Q= 26.1 F= 4RSL F= 22.0 C= 150 Pe 3.0 Pv -0.2 Vel= 5.5 D= 1.394 TL= 29.0 0.0353 Pf 1.0 Pn 23.6 -------------------------------------------------------------------------- 9 Pt 27.9 9 q= 5.0 K= 0.000 L= 20.0 Pt 27.9 Pt 27.9 9 Q= 31.1 F= F= 0.0 C= 150 Pe 0.9 Pv -0.1 Vel= 3.2 D= 2.003 TL= 20.0 0.0084 Pf 0.2 Pn 27.8 -------------------------------------------------------------------------- 10 Pt 28.9 Meter _ 0.0 10 -------------------------------------------------------------------------- Q= 31.1 <<< SOURCE >>> Pt 28.9 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly L"111Jt\VLVI VJ. .RP�J 11JL1V11t1.L .C1 ter, JrL\11V,1\1t.G Lt L71 L1S1-SV lt1 C..7 „---_� -__. -__I V - J V APll 1 1 t1.L . ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. DATE : 06-03-2009 FILE C:\RESDEN56\Gunther.RES JOB : Residential 2 Heads Flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 1 90 0 0 -- --- 70 60 so — —= --- I 40 -� - 30 f � i 20 10 0 10 15 20 25 30 35 40 45 50 FLOW - Gpm 0 Water Supply Static 50 Psi Resid 40 Psi Flow 35 Gpm ® -0 Water Demand Avl Press : 42.0 Psi @ 31 Gpm Req Press : 28.9 Psi @ 31 Gpm Press Cush: 13.0 Psi ----- Cop_yr.ight: _ Hydr.onics__Engine_ering, ...2008. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. $ulletin 006 FRev.D Model RFC43 (SIN RA0612) Model RF 49 (SIN A0616) K Flat Concealed Residential Sprinklers A Concealed Residential Sprinkler engineered for a minimum design density. Of 0.05 9pM/ft� with low GPM requirements. Featires 1. Very low water flow requirements. 2,1/2" (13mm) Total adjustment. & Thread-On/Thread-Off or Push-On/Thread Off cover attachment option, 4, Smooth aesthetic ceiling profile. S. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1, Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) 2. NYC MEA 258-93-F= UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW iristatlatinn P.MP-A0 IM AA04 at Thread Size K Sprinkler Maximum Minimum Minimum Required Sprinkler Discharge inch (mm) Factor Spacing Distance Distance between .y ft. (m) Thread Size K Sprinkler Maximum Minimum Minimum Required Sprinkler Discharge inch (mm) Factor Spacing Distance Distance between ft. (m) to Wall ft. (m) sprinklers, ft, (m) Flow Dress, gpm (Lpm) psi (bar) '/v" 15mm 1/21, 15mm� 4.9 4.9 12 x 12 (316)43.6 14 x 14 (4.3x4.3 6 1,BS) 7 2.13. 8(2,43 8 (2.43 13 ((49 13 (49; 7.0 0,48 7,0 0,48 '/a" 15mm '/2" �15mm 4.9 4.9 16 x 16 (4.9 4.9 16 x 16 (5,5x5,5 8.2,43 9 2.74 8 2,43 8 2.43 13 ((49) 17 64,3 7.0 0.48 12.D 0,83 '/Z" 15mm 4.9 20 x 20 (6,0x6.0) 10 3.05 8 (2.43) 20 �75.7� 16.7 (1,14 Note: 1 bar = 100 Kpa � ` Q(,` `s S BASIC Principles of These areas must be softened and Solvent Cementing penetrated The solvent cemented connection irl thermoplastic pipe and fittings is the last vital link in a plastic pile installriLion, It can mean Lhe success or failure or the system as a whole: /accordingly, it requires Lfie same professional c;:n-c and aLtei)lion IN -it arc dive( t Lo pf.her col 1ponenls of the syst.crll. '['here are many solvent. comerlLirtg techniques published covering step by step procedures on just how to make solvent cemented joints. I lowcver, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what. techniques are necessary Lo suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flat11mable, so there should be .no smoking nor all ter sources of heat or flame in,workiaig or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is 'available from Harvel or IPS (Weld -On) Corporation. To consistently make good joints, the following should be carefully understood. I The joining surfaces must be softened and made semifluid. 2 Sufficient cement must be applied to Pill the gap between pipe and fiLting. 3 Assembly of pipe and fittings must be blade while the surfaces are still wet and fluid. 4 Joint strength develops as the cement dries. In the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. When 11511 I Ihr, C)Nf S I I:1' cel IIn)Ifrtc.i plorrss, pertelraIioII and softening can he achieved by the cenrr>nl itsrlf lroarl ONE SrEll cenrE ntlny procer.lutes careiIIlly; refer to lnStallrrtion inslructtonsj, for cel Iatl I si7rrs, 1.11 rrlr: r certain r concllliolls, it stay be desirable to rise fire 1 Wo S1 El' process which utilizes a primer to ensure adequate softening. For example, when workii tg in cold weather with large dian)eter pipe, mote time and additional applications May be requiled. Cement coatings of sufficient thickness u u More Than sufficient. c:enicnl. to fill lite loose part of tate joint must he applied, nesidcs filling the gap, adequate cement layers will prnrhalr. Illn surfm-rs artcl also tcnLtiltwr�t I.ndil Illejulttt h assembled. ('love this yol.n'self. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of rernrnt, 11 Irn alongside it.. a thin brushed rrut layrl. fest the layers every 15 sercauk ur so 1,)y ;I gentle tap with your finger. You will note Mat the Illin layer haronrcs tacky and then dries quickly (probably will tin 15 seconds) 'I he heavy layer will Iertrain wet much longer. Now check for pet tetration a few minutes after applying these layers. Scrape them with a knife. 1he Ihtn layer will Dave to lieverl little or no penetration. 'rite heavy one, IliLid I more. penetration. Surfaces must be assembled while they are wet and soft if Ll to cement coatings on the pipe and filtinys are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if the cement is wet the surfaces beneath thern will still be soft, anrt these softened surfaces in the light. kart or the joint will lend to fuse together. Surfaces Boom ruari As the solvent dissipates, the cement Ictyrr and [lie softened ROAM will I larder) with a corresponding increase in joint strength. A good joint will take the required working pressure long before it rr_ joint is fully dry and final cttenylh Is oblalncd. In the licit l (fusecl) part of tate joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the clevelopment of hoed strength of solvent cel rented joints Is available. The Q CIALITY Li ne FIG. 23 HANGER FOR C.P. V.C. PLASTIC PIPE DOUBLE FASTENER STRAP 7vpp FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT i —1— V r • -T ED C I A �—s-i�•I•rr—a—B�I c A )� Size Range - 3/4" thru 2" C.P.V.C. pipe, protects the C.P.V.C. pipe from any rough surface. 1►gaterial-.Car�o.n $te... with-galvanized.finish-G-90-govt spec. The-Fig._23-design-incorporates snap-retainers-a-llowing easier ' Function - The Fig. 23 and Fig. 24 are intended to perform as a and faster installation. hanger/restrainer to support only C.P.V.C. piping used in The Fig. 23 and Fig. -24 are easily attached to the building strut. _ automatic fire sprinkler syst ms 1„ .„ Fig. 23 and Fig. 24 can be installed on the top or on the bottom g laes�head sell r i ,2-, rew _urais}� Fig. .beam. The Fig. n can also be installed on the side of a with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation beam. tools. No impact tools (such as a hammer) or impact fasteners e has been The Fig, 23 and Fig. 24 can also function as a restrainer to prevent known to r sultsuch as drivecrews installations stallations usling impact Lyor nails) are aowd. pe tools. No the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood is required. Approvals - Underwriters' Laboratories listed to support fire Order By - Figure number and C.P.V.C, pipe size. sprinkler piping, Meets and exceeds the requirements of patents Pending N.F.P.A. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which *-Hardened hex head self threading screw is furnished with the -pr-otec 1l -pipe- is on. e flare edge'design product and is the minimum fQstene=!za_occep.ta.b1e C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 E FIG. 23 FIG. 24 G FIG. 23 MAX HANGER FASTENER APPROX SPACING HEX HEAD WEIGHT A 3 4 �q �+ElyY:hn lo;�Itir, 3-1/8 25 16 "��=��rr-c.$. ,a ''•r7?'C�'� )`1P�1 .�,.,,,�ry�L,Y-��J, /•�n'�.oY!M;�. 1.9/16 1.5 32 fin. t� ; ; ;�. qI�.,..�..., lit',: �, %' •EI-..,j1d FIG. 24 1 3 1 3/I6 d..,�1,6;.,... _ ;:, c ^y r� �•;.. ',.. d 5 (F7.)SIZE PER loo j2 •� ,.. ^ 5/16 9 " "l^• 1.1 /4 15 3 3i «gry,5 / //JJ��--.A 1''4:1NF ! 2-3tdi. ? `l if m r,.�,a �;.;,;n ;.,�.. rv�.-M,, F.,, ^., u d41 i , Ks u. ;:.�� h k . ti Ir ,kr "m ��,P 1^�1gip, •iFyolF''u::-..+�'•U�'dtd-.'s'�i��,-:1,./ r ., ,. 4 1!•+.,�5 r�nri /32 1 1/2 J, •/ -•�•. --.-....,rc. b� . 7 32 .. ' °I';5� 1-3Z,16 1.3 1 3/I6 �• 6 1/ 5/16 w u -� i^ .:�; 11 7i•, m 2 REVISED 4 7 8 3-1I 16 2 7 I6 1-27/32 — ,'s";d^..,...i,-:rt 1-3f 16 t!is? r�I;;..; p;>c,,i,.mz,. y 8 5/16 g� ri 3/94 _1-3/16 __..—._ / SSM and SSV BELL Series SDOClFInaitinnr SSM. Series: Voltage: Operating Voltage Limit: Maximum Current: Operating Temperature: SSV Series: Voltage: Operating Voltage Limit: Maximum Current: Operating Temperature: 24 VDC SST-; 3SM24-6 3SM24-8 3SM24-10 120 VAC SSV 3SV120-6 aSV120 8 ;SV120-10 ' Polarized = Suppressed (6" 24 VDC, P, S) (8", 24 VDC, P, S) (10", 24 VDC, P, .S) (6", 120 VAC) (8 ", 120 VAC) (10 120 VAC) Regulated 24 VDC 16 - 33 VDC DC - 31.1MA/FWR - 53.5mA -31" to 150°F (-350 to +66°C) Regulated 120 VAC 96 - 132 VAC 53MA -31° to 150°F (-35° to +66°C) UL Reverberant Room Sound Output per UL 464 (dBA) 82 80 81 85 82 82 nPoFtant lease Read Carefully and Save his instruction manual contains important information )out the installation and operation of bells. Purchasers ho install bells for use by others must leave this manual a copy of it with the user. 'stem Sensor supplies bells for nearly all sprinkler/fire irm/burglar applications. .ese instructions apply to all System Sensor bells in the 'ies. Read all instructions carefully before beginning. low only those instructions that apply to the model you installing. 3825 Ohio Avenue, St, Charles, Illinois 60174 1-800.5ENSCM, FAX: 630-377-6905 W W W.$YsEemsensor.com NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. Genera! Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits .of UL listed fire alarm control panels. The SSlvl ACAUTIDN series is polarized to enable supervision of the installation Do not use in potentially explosive atmospheres. wiring. The SSM bells require 24 VDC and the SSV bells Do not leave any unused -vires exposed. require 120 VAC. 156-0674-oo9a FOR SMALL PIPE (E.)POTTER The Symbol of ProtectionVANE TYPE WA-TERFLOW ALA WITCH.' WITH RETARD AND GLUE-I�UI''SIOIr'- CUL, UL and CSFM Listed, CE Marked, NYMEAACCEPTED Service Pressure: Up to 175 PST (12,07 BAR) US Patent No. 6,471,255 Stock No. 1113555 1113600 W/TSK Minimum Flow Rate for Alarm: B-10 GPM (30-38 LPlvl) Maximum Surge: 18 FPS (5,5 n 1s) Enclosure: Dic-east, red powdercoat finish No.1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper Switch Terminations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 1251250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 112" conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and IPEX (Scepter). Fits pipe sizes -1 ", 1-114", 1-112" and 2" Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • For NEMA 411P55 rated enclosure - use with appropriate conduit Service Use: fitting and/or plugs. Automatic Sprinider NFPA-13 - Temperature range: 40° F to 120° F (4,5° C to 49° C) One or two family dwelling NFPA-13D Caution: This doviec is not intended for applications in explosive envi- Residential occupancy up to four stories NFPA-13R ronments. National Fire Alami Code NFPA-72 TheModcl VSR-SFG iso vane typewatcrflow switch foruseon wetsprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use 1 ", 1-114", 1-112" or 2" pipe sizes, it is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 8-10 gallons per minute (30-38 liters per minute) or more Decurs downstream of tine device. The flow condition must exist for•&period )f time necessary to overcome the sclectcd retard period. NSTALLATION: These devices may bemountedbnhorizontal orvertical )ipe. On horizontal pipe they should be installed on the top side of the pipe vilere they will be accessible. Theunits should not be installed within d" (15 m) of a valve, drain or fitting which changes the direction of the waterflow. 'Ile unit has a i " male fitting for gluing into a CPVC plastic TEE. operation of the VSR-SFG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the 1" male fitting. Seleetthe, proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the o -ring is properly positioned in its groove. I land tighten the nut on the union after orientingthe device in the appropriate direction to detect waterflow as shown in Fig. 2. CAUTION: Do not over -Tighten the union nut, hand tighten only! The vane must not rub the inside br the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTI ONAND TESTING: Check the operation oftheunitby opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation or the flow detection device on the system, application or the VSR-SPG is not recommended or advisable. .00sen the union nut and separate the I" male fitting from the VSR-SFG. i' lluc the V male fitting into the TEE following the TEE manufacturer's hr frequency of the inspection and testing and its associated protective monitoring sicm should bcdn_accordancc--y�ith-the-a Inc -""" "" Istruetions for preparation and gluing of CPVC piping systems. (NOT] la sy - _ Pp abl =NFPA Codas"tirii7"'Standards and/or authority having jurisdiction manufacturer he -1 ° ..male:—.t"ering�nust�ottom—u-- ut-nn""tiic stns of the. TEE for proper Y b J ( recommends quarterly or more frequently). (tcr Hirciric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 1 Phone: 800-325-3936/Canada 888-882-1633 • www.pottersignal,com wTiir) iN USA WIT. V98001109 - IWV P PAGE I OF 2 �I MFG. ?154(111162 - 11105 2ND rLca' 24 X 36 PRINTED ON NO. 1000H CLEARPR1NTv MRO FLOOZ 1L., i uuu neaas requirea = su 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide REVISIONS I BY U yQ� U N -; C4 1D Rs I SITE IS O a �5 14 i� y 3 O rA u SION SYSTEM TO OWNER, OR QUALIFIED THE PRESENCE OF NTY BUILDING ]R PERMIT FINAL Date J,,j 3 0q SCale lu t! ore wn �5 � Job C v 1,rn4UL Sheet Ot Sheets �, F"ll rim OWNER vev APN'_ BP#�+GQ I