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Home My WebLink About040-150-114040-150-114 02-0205 DUERR, MARK & JANET NA6' c 610j FORMOSA WAY, DU zb.03 CONT: STEVE FERREIRA NSF 4BR W/GARAGE 040.150-114 06-2132 DUERR, MARK 9575 FORMOSA WY, DURHAM Cont: HOLIDAY POOLS POOL(M STRN01-523) �g •�URrt1�l�� c)�S�ev� 1..+ �i i.u.'i�r.1 .{`.. ',7� 'l 4.' y 4- • - - x,t MK �_i'-�.n.�'.•,. ,r-:..,y�: ...., a.��:s�.; � __..mom 040-150-114 02-0205 DUERR, MARK & JANET NA6' c 610j FORMOSA WAY, DU zb.03 CONT: STEVE FERREIRA NSF 4BR W/GARAGE 040.150-114 06-2132 DUERR, MARK 9575 FORMOSA WY, DURHAM Cont: HOLIDAY POOLS POOL(M STRN01-523) �g •�URrt1�l�� c)�S�ev� 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 FEE INFORMATION Fund 10 BLDG $467.42 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires HOLIDAY POOLS 532127 C-53 / / 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and elle 11/01/2006 Signature // Y Date WORKED' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansa ion insurance carrier and policy number are; _ r Carcie� -� Policy Numb ' Exp. Date: (This section nee not be mp sled if the permit is for one un re dollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 11/01/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY Total Charged: $467.42 Fees Paid: $467.42 Balance Due: $0.00 Receipt No: 461195 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors 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 Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this IX 11/01/2006 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsi ewalk. I hereby authorize representatives of Butte County to enter the above mentioned progrtyrnspectionpurposes. I hereby certify that I am the any owners behalf. " 1 1 7;,,, ]�,�,�1�fi , '101/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for7wner rm]tt e I the performance of the work for which this permit is issued. (3097 civ. code) j Lender's Address City State Zip Agent for FILE COPY Agent for Contractor PROJECT INFORMATION Site Address: 9575 FORMOSA WAY Owner: Permit No: 06-2132 APN: 040-150-114 MARK DUERR Permit type: MISCELLANEOUS 9575 FORMOSA WAY Issued Date: 11/01/2006 By TMP Subtype: POOL(MSTR#01-523) DURHAM, CA 95938 Expiration Date: 11/01/2007 Description: POOL(MSTR#01-523) (530) 891-6965 Occupancy: Zoning: Contractor Applicant: Square Footage: HOLIDAY POOLS HOLIDAY POOLS Building Garage Remdl/Addn 2990 HWY 32 #300 2990 HWY 32 #300 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-1467 (530) 891-1467 FEE INFORMATION Fund 10 BLDG $467.42 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires HOLIDAY POOLS 532127 C-53 / / 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and elle 11/01/2006 Signature // Y Date WORKED' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansa ion insurance carrier and policy number are; _ r Carcie� -� Policy Numb ' Exp. Date: (This section nee not be mp sled if the permit is for one un re dollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 11/01/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY Total Charged: $467.42 Fees Paid: $467.42 Balance Due: $0.00 Receipt No: 461195 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractors 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 Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this IX 11/01/2006 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsi ewalk. I hereby authorize representatives of Butte County to enter the above mentioned progrtyrnspectionpurposes. I hereby certify that I am the any owners behalf. " 1 1 7;,,, ]�,�,�1�fi , '101/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for7wner rm]tt e I the performance of the work for which this permit is issued. (3097 civ. code) j Lender's Address City State Zip Agent for FILE COPY Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR Name 04 4s Addre s� /,� c� o� #30C) TJ City ' /,/ Zi s /.may E-mail Vic. #i5gaas CONTRACTOR Name 04 4s Addre s� /,� c� o� #30C) TJ City Sta Zi s Phone / j / 7 h Fax 5ff2 E-mail Vic. #i5gaas T sri APPLICANT INFORMATION ARCHITECT/EN INFER Name City Address SRA City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Address City State Tp SRA Phone Fax E-mail ' APPLICANT SIGNATURE X For offs use only: Zon' _ o Zone E SRA Yes No cc., Type Const. Subdivision Name 1. Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPO. 21. BIN ft PROJECT LOCATION AP# Oo -15,O Property Address Cross 5treet WORKER'S COMPENSATION Policy Number Carder�� If hiring anyone ofher than license c fracfors, a certificafe of worker's compensation must be shown at a time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: `PCO I M ase Sq FT- Living Garage Open Cov - ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ' Amount: � col I L Bldg SRA Receipt l`�— Sheriff �P_ SMTP Other Datei�.,C�n(n $ • Total ..1 a__ D- 1 ..f? RFV R.17 -n5 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLEAND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes[ ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A1C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate -(if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form . ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). _ ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation'and site plan'approval from the Environmental Health Department. . If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 �. PERMIT APPLICATION DATA SHEET 0212. OWNER: Du `v)1 - - ASSESSOR PARCEL NUMBER. O -i O Proposed Building Use: _?cd: 0 Permit Technician: K0 • Date: Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. 0 1. Site plans,Cbr 4 sets, signed by the preparerof the plans. fiN 2. Complete plans, br 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. nn.��11 Z111,1110. Flood Elevation Certificate, wet -stamped and signed, ia� Lnm.duplieate. A, F�• Subrn#tj ❑ 11. Hazardous Material Form t% 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other , Re ni ems needed to issue the permit (May,require additional plan review upon receipt of the following items.) 14 anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 1/-/ P ❑ 15. Fire Sprinklers..................................................................:......................... !, ; ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ` ❑�R rasion Control Plan Required........................................................................ ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ity of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs ........................... , California Department of Forestry Ian approval ❑paid. Sent by: ., .......... 23. tanning approval for (A) U(B) Parking: (C) Parcel Check:...✓ .... / n ❑ . Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by ...................... 26. NPDES Form.............................................:............................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits .................................................. . ❑ 34. Deed Restriction......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... �`� flPr ftcr6t ❑ 36. Other. ❑ 37. Other. When issued Telephone �s30 4y' 5 ,3 Coal- ICIT and hold for pickup. I have been` informed of the above items and requirements for obtaining a building permit. r ^/� Applicant Date: � 1. Index permit application for the abbve items numbered: Plan Check L tter 2. Additional items required-- on rac , designer, owner, was advised of the above data by phone, 11 mail, ❑ counter, by Date: -COTractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: 4 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co int , by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division I.. k"a r:-' 00 Butte County Department of Development Services 0 UTrl�0 7 County Center Drive • • Oroville, CA 95965 O O (530) 538-7601 Telephone o-- _ `o (530) 538-7785 Facsimile c�UNZy BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited. to, Planning, Environmental Health, Land. Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must'be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Building site addrt 040 L5a I I � No.: 062132 I have read, understood and accept the terms ancf conditions as expressed herein submission of the above -referenced building permit application and my signature below as indicated by my 9 6 DAT a:rormsitslagrerrmtwitnoutGlearances 020705 OQPSTMENT O 6VTT� .� o 1/ o I� o o 0 0— 0 rI� 5 �eCC WOv: Departm.ent C o u n t J. Michael Crump, Director Public f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 0y0 -- )s-0 --W By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I 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 build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 DEPARTMENT OF 1C UBLIc HEALTH ENvmONMENTAL HEALTH DIVISION ENVIRONMENTAL HEALTH CLEARANCE REVIEW A Clearance is a review by Environmental Health to assist the applicant in the Building Permit process by verifying compliance with the requirements of the Uniform Plumbing Code regarding minimum standards for sewage and water systems. A Clearance remains valid when: ➢ The parcel will be served by existing water and sewage systems determined by the Division to be adequate for the proposed use, or The parcel will be served by individual well and septic systems, not yet constructed, but under current, non -expired permits Owner Name Site Address Project Type ❑ Single Family Residence with bedrooms Other (Describe): mi File Records Review Will the parcel be served by a public/community water system? ❑ Yes _0 -No ➢ If yes, what is the name of the system? ➢ If no, is there a valid well permit on file? �&� t �-Yes❑ No/�➢ If finalled, what was the date of the final? , �//AZIL (j 2_(; s� /Oft j Will the parcel be served by a public/community sewer system? ❑ Yes _2—No ➢ If yes, what is the name of the system? ➢ If no, is there a valid septic permit on file? es ❑ No ➢ If finalled, what was the date of the final? a, Will adequate setbacks to water or sewer systems be main aned3i ' es ❑ No Comments ' Official Use Only Below This Line " BUILDING DEPARTMENT: PLEASE DO NOT FINAL THE PERMIT UNTIL ENVIRONMENTAL HEALTH HAS SIGNED PART TWO OF THIS CLEARANCE. Part One: Clearance for Building Permit Approval EHS D to lot Plan Attached F1eer Plan Attached ❑ Pt 1 Sent to DDS: 12;.doc Part Two: Clearance for Building Permit Final /'// (o EHS Date ❑ Pt 2 Sent to DDS: Revision August 21.2006' 7:1.4dmmistration,ForrnsiCfearance 202 MIRA LOMA DRIVE 411 MAIN STREET/ P.O. BOX 5364 7 COUNTY CENTER DRIVE Oroville, CA 95965 Chico, CA 95927 Oroville, CA 95965 TEL: (530) 538-7282 TEL: (530) 891-2727 TEL: (530) 538-7281 FAX: (530) 538-2165 FAX: (530) 895-6512 FAX: (530) 338-7785 COUNTY OF BUTTE 461195 f" OFF 11FIALR CEIPT OFFICE RAR ENT IS UING RECEIPT Z Received from 4 n ft The Sum of 0 r n 4 L67 -q 2 - For i�P OG2132 Cir oQ- It&I q Received: Received By K ` bmham CASH ❑ Title CHECK ) By ,rA1 BUSINESS FORMS • (530) 743-8511 Form 88887 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140�� PERMIT APPLICATION DATA SHEET p www.buttecountv.net/dds j� �� OWNER: D-6 l'1 ' ASSESSOR PARCEL NUMBER_ Oq O - I t& l y Proposed Building Use: yC01 • jV t M& 4 Permit Technician: Ko. Date: q -5- 0w Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. 1V 1. Site plans,Qr 4 sets, signed by the preparer of the plans. 11 r4 2. Complete plans, 3r 4 sets, signed by the preparer of the plans. ❑ 3: Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8: Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. ❑ 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. n_�� MW 10. Flood Elevation Certificate, wet -stamped and signed, inAuplieste. /- Fj�j 04, S161 '&J . ❑ 11. Hazardous Material Form. ISI 12. Acknowledgement of building permit application without required clearances. C3 13. Other Re aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers ❑ 16. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 17. Soils Report and/or Engineered Foundation required. ❑� 18. Erosion Control Plan Required. 19. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 20. City of Chico Plumbing permit. ❑ 21. Site plan and business license approval from the City of Biggs. \;% 22. California Department of Forestry plan approval ❑ paid. 23. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 24. Contact Land Development about _ Improvements, _Drainage. ❑ 25. Fire Marshall Review (commercial projects only). VO4 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. . ❑ 30. Owner -Builder Verification (_ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other. ❑ 37. Other. When issued Telephone C53D�b49-S�R C04NIC6 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit (� � Applicant: MP 9 X10 Date: q'l r0 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees, and other department costs are not refundable. Oriainal-Aoolicant KD205GX=LP HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U� LISTED HIGHLIGHTS OF THE NEW VALUE FRONTIER CC l(YOCERcl KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD205GX-LP is ideal for grid tie system applications. or • Residential roof top systems • Water Pumping system 6S_411 'ea� ` . • Large commercial grid tie systems • High Voltage stand alone systems �� "�'"'� Z �a •etc. JU I LD I V QUALIFICATIONS APPROVED • MODULE: UL1703 listed • FACTORY : IS09001 and ISO 14001 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship -X-20 years limited warranty on power output: For detail, please refer to "category IV' in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s) exhibits power output of less than 90% of the original minimum rated power specified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures �-M MMMEM mmalm MMEMM MME11IIm mm��11� MMMUM mmmals Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various irradiance levels 0802 SPECIFICATIONS ■ Physical Specifications ■ Specifications ■ Electrical Performance under Standard Test Conditions ('STC) Maximum Power (Pmax) 205W (+5//-5/) Maximum Power Voltage (vmpp) 26.6V Maximum Power Current (Impp) 7.71 A Open Circuit Voltage (voc) 33.2V Short Circuit Current (Isc) 8.36A Max System Voltage 600V Temperature Coefficient of Voc —1.20x10.1 V/C Temperature Coefficient of Isc 5.02x10-3 A/ C 'STC :Irmdianca 1000w/m2, AMI S spectrum, cell temperture 25t ■ Electrical Performance at 800W/m2,`NOCT, AM1.5 Maximum Power (Pmax) 145W Maximum Power Voltage (vmpp) 23.5V Maximum Power Current (Impp) 6.17A Open Circuit Voltage (voc) 29.9V Short Circuit Current (Isc) 6.82A 'NOCT (Nominal Operating Cell Temperature) :497 Q9j i<yoCERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushimi-ku, Kyoto 612.8501, Japan TEL:(81)75-604-3476 FAX:(81)75-604-3475 http://www.kyocera.com/ • KYOCERA Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 http://www.kyocerasolar.com/ • KYOCERA Solar do Brasil Ltda. Av. Guignard 661, Loja A 22790-200, Recreio dos Bandeirantes, Rio de Janeiro, Brazil TEL:(55)21-2437-8525 FAX:(55)21-2437-2338 http://www.kyocerasolar.com.br/ • KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2.9888.9588 http://www.kyocerasolar.com.au/ • KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX: (49)711 -93934-950 http://www.kyocerasolar.de/ solar® kyocera.de 36 36 w KD205GX-LP unit : mm (in.) ■ Cells Number per Module 54 ■ Module Characteristics Length x Width x Depth 15Wmm(59.1h)x990mm(39.W)x36mm(1.4in) Weight 18.5kg(40.8lbs.) Cable(+)760mm(29.9in),(-) I 840mm(72.4in) ■ Junction Box Characteristics Length x Width x Depth 100mm(3.9in)x108mm(4.3in)x15mm(0.6in) IP Code IP65 ■ Others "Operating Temperature I—:401C ^•90°C Maximum Fuse I 15A 'This temperature is based on cell temperature. Please contact our office for further information ff • KYOCERA Asia Pacific Pte. Ltd. 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(65)6271-0600 • Kyocera Asia Pacific Ltd. Room 801-802, Tower 1, South Seas Centre, 75 Mody Road, Tsimshatsul East, Kowloon, Hong Kong TEL:(852)2723-7183 FAX:(852)2724-4501 • KYOCERA Asia Pacific Pte. Ltd., Taipei Office 1 OF, No. 66, Nanking West Road, Taipei, Taiwan TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA (Tianjin) Sales & Trading Corp. (Beijing Office)Room 2107, Beijing Huabin International Building, No.8 Yong An Dong Li, Jian Guo Men Wai Road, Chao Yang District, Beijing, 100022, China TEL:(86)10-8528-8838 FAX:(86)10-8528-8839 http://www.kyocara.com.cn/ • KYOCERA Korea Co., Ltd. Diplomatic Center Room #406, 1376-1, Seocho-2Dong, Seocho-Ku, Seoul, 137-072, Korea TEL:(82)2-3463-3538 FAX:(82)2-3463-3539 http://www.kyocera.co.kr/ Kyocera reserves the right to modify these specifications without notice LIE/11080711-SAGM 0 Certified to the new UL 1741/IEEE 1547 > 10 yr. standard warranty > Highest CEC efficiency in its class > Integrated load -break rated AC and DC disconnect switch > Integrated fused series string combiner > Sealed electronics enclosure & Opticool > Comprehensive SMA communications and data collection options Ideal for residential or commercial applications > Sunny Tower compatible 6 V � � s SMA is proud to introduce our new line of inverters updated with our latest technology and designed specifically to meet the new IEEE 1547 requirements. The SB6000U and SB7000U are also compat- ible with SMA's new Sunny Tower. Increased efficiency means better performance and shorter payback periods. All three models are field -configurable for positive ground systems making them more versatile than ever. With over 500,000 fielded units, Sunny Boy has become the benchmark for PV inverter performance and reliability throughout the world. c�Lus BUTTE COUNTY OCT 3 12008 Technical Data DEVELOPMENT Sunny Boy 5 000 / 6000 / 7000 SERVICES Input Data (DC) Max Recommended Array Input Power (DC @ STC) Max. DC Voltage Peak Power Tracking Voltage DC Max. Input Current DC Voltage Ripple Number of Fused String Inputs PV Start Voltage Output Data (AC) AC Nominal Power AC Maximum _Output Power AC Maximum Output Current (@ 208, 240, 277 V) AC Nominal Voltage / Range AC Frequency / Range Power Factor Efficiency Peak Inverter Efficiency CEC weighted Efficiency Mechanical Data Dimensions W x H x D in inches Weight / Shipping Weight _ Ambient temperature range Power Consumption: standby / nighttime_ Topology Cooling Concept Mounting Location Indoor / Outdoor (NEMA 3R) Features LCD Display Lid Color: aluminum /red/blue/yellow Communication: RS485 /Wireless Warranty: 10 -year - Compliance: IEEE -929, IEEE -1547, UL 1741, UL 1998, FCC Part 15 A & B Specifications for nominal conditions Efficiency Curves 1000 2000 0000 4000 5000 6000 7000 PAC Iwl www.sma-america.com Phone 530-273-4895 Toll Free 888-45MAUSA SB 5000US I SB 6000US SB 7000US 625_0 W ' 7500 W 8750 W V 600 V 600 V _600 250_ - 4_80_ V 2.50 - 480 V 250 - 480 V 21 A 25A 30A -250V DC <5% t <5% 4 4 muu--, -310VDC _ 300 V 300 V (k 5000 W -480 V DC _ I 70_00 W_ 500_0 W f sa i000us 7000 W I I 1 1000 2000 0000 4000 5000 6000 7000 PAC Iwl www.sma-america.com Phone 530-273-4895 Toll Free 888-45MAUSA SB 5000US I SB 6000US SB 7000US 625_0 W ' 7500 W 8750 W V 600 V 600 V _600 250_ - 4_80_ V 2.50 - 480 V 250 - 480 V 21 A 25A 30A <5% <5% t <5% 4 4 ( 4 _ 300 V 300 V 300 V 5000 W 6000 W 70_00 W_ 500_0 W 60_00 W _ 7000 W 24 A, 20.8 A,18A 29 A, 25 A,21.6A _ t 34A29A,25.3A r9__ 183 - 229 V@ 208 V i 183 - 229 V @ 208 V 183 - 229 V @ 208 V 211 - 264V@240V 211 - 264V@240V 211 - 264V@240V 244 - 305 V @ 277 V 244 - 305 V @ 2_77 V 244 - 305 V @ 277 V 60 Hz / 59.3 Hz -60.5 Hz 1 ! 60 Hz / 59.3 Hz - 60 5 Hz 1 661-1z-/-59.3 Hz -60.5 Hz 1� 96.8_% 97.0% 971% @ 95.5 % 208 V 95.5 % @ 208 V 1 95.5 % @ 208 V 95.5 % @ 240 V 95.5 % @ 240 V d 96.0 % @ 240 V 95.5 % @ 277 V 96.0 % @ 277 V 1 96.0 % @ 277 V 18.4 x24.1 x95 18.4 x24.1 x95 18.4_x24.1 x_95 143 lbs / 154 lbs 143 Ibbs / 154 lbs 143 lbs / 15_4 Ibbs -13ro+113 °F -13 to+113 °F -13 to+113 °F <7W/0.25W <7W/0.25W ! <7W/0.25W PWM, true sinewave, PWM, true sinewave, • PWM, true sinewave, current source current source current source Convection with Convection with t Convection with regulated fan cooling regulated fan cooling regulated fan cooling 0/40 0/0/0/0 0/0/0/0 0/0/0/0 0/0 0/0 0/0- /0- 0 0 • Included O Option — Not available r .a T SMA America, Inc. '+4r^ � 1X1 • SPG SOLAR DUERR RESIDENCE SOLAR ARRAY FOUNDATION DESIGN DURHAM, CA STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 October 8, 2008 7 �'OF E SSIpy4V WON LEE r„ 668 � 13 010 Ysl CIV 1 V �.9TF OF CAl1E9f Prepared by: -'1Y4 'tom CSWST2 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leveroni Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 I 6 � DC DISCONNECT — INVERTER CONCRETE PIER S-� AC DISCONNECT D C -CLIP (TYP @END) 3 T -CLIP (TYP @ INTERIOR) c B22A EQUIPMENT RACK - TORQUE TUBE MODULE BEAM HANGER �— — CRADELSUPPORT CONCRETE PIER AND ' 4"0 GALVANIZED POLE 49� TORQUE TUBE HANGER C C 2'•51" MODULE SUPPORT RAIL ARRAY @ 20' TILT KYOCERA KD205GX-LP /'l -' SITE PLAN - MODULE (fYP) .4917 .. - b MODULE SUPPORT RAIL 9-3" AC DISCONNECT DC DISCONNECT 9.102 B22A EQUIPMENT 9 RACK 6' g' 822A USE 90- e 4'-51 " INVERTER BRACKETS TORQUE TUBE INVERTERS AND 3' TORQUE TUBE HANGER DISCONNECTS CRADELSUPPORT 3' 4"0 GALVANIZED POLE 2500 PSI CONCRETE PIER (fl P) 2500 PSI CONCRETE PIER -xlc SIDE VIEW REAR ELEVATION 2 a 1'-0• 3 11r . V -o- O . RN DATE OLLIcR v BY WO AP 06 6lOR. WAY wRww.0 gum STRUCTURAL LAYOUT & DETAILS a LEVERONI COURT DAN BERGER +,x•xe:•xtm TE' :�" NOYATO. CA B�BRI •�F^-�-"J:e:'r cAuc.mxee PROJECT NO: 2763 wtw. tlTO.CA sY CRAIG STAGER eo-wz:mt ' CLIENT APPROVAL S-1 i;.+i3£�h cox�xnva -::-n:.r: -,:,:; ,<...: r:,•. : <;,;,:>: e.::;., r,.: CAD DWG FILE Bg GTRUCTURALUYOUTDNV KEVIN ROS, 5xasexaaro 2 CSW/Stuber-Stroeh Engineering Group, Inc. CSW . S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Duerr Residence Date: 10/6/2008 Project Number: Client: SPG Solar Project Address: 9575 Formosa Way, Durham, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign): "Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc." APT��H'9 DIGNE09MG SERVICES. INC. Calculation No.: AES -C-6530-2 Mach JLG Da -,e 15 AU V_ D? cent ISA P:= qi C -C f F = 17.1-2psf P = 0.1193psa Ortz: Project No.: Title: IBC ti- tnd Analvsi for Solar Panel PO = 0.2158psi P1 := qz G,CrFt = j2931p_; AES 0?07-653- i-? Tracker AssenifiIy, Supports. ind DI17re Re•rison D_. umem Control No.: Shee: Nc.: Nfe.ch'.wisiu for 90 mph Wind Speed D �: = ? e_ 5� DESIGN PRESSURE (Eq 6-27) For the oeneric case: P:= qi C -C f F = 17.1-2psf P = 0.1193psa For the oblique wind case Prj:= q G C' -"I Pn = _ .397pst- PO = 0.2158psi P1 := qz G,CrFt = j2931p_; P = 0.15-:6 Psi P) := q` Gt:n P_ = 16.951 psi P_ = 0.11-7mi ?j := qZ G{:� F, _-10..•,F.,f a.3 = Si.0-2; psi The design pressure is to be applied to the projected area. For the finite element model, the pressure yeas applied normal to the face and was corrected by the sine of 45 degree,, or 0.7,137. bVorst case stresses ere determined for the support poles . the torque tubes, and the alum§nunl rail extensions T c"le results sho'1' that Case C bounds ease for all components or I-,- f �t. Region Cr C, Reduced 0 to s 3.1 CSW/Stuber-Stroeh Engineering Group, Inc. CSW S T :`- 2.15 45 Levoroni Court 415.883.9850 2s to 3s 1.55 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: 1.05 Wind Speed: 85 MPH Tilt Angle: 20, degrees Array Height: 6.75 ft (h, height of sign) Array Width: 9.917 ft (s', width of array) Vert. Array Width: 3.39 ft (s, projected vertical dimension of sign) Array Length: 49.33 ft (B, horizontal dimension of sign) Max. Support Spacing: 15.75 ft Gust Factor, G 0.85 (per Aptech Report) Velocity Pressure (Aptech), qZ = 13.00 psf (see Aptech report p. 5) Velocity Pressure, qZ = 11.60 psf (scale qZ for 85 mph wind speed) Aspect ratio B/s' = 4.97 Clearance ratio s/h = 0.50 Case A & B Cr = 1.700 Case C Region Cr C, Reduced 0 to s 3.1 N/A s to 2s 2.15 N/A 2s to 3s 1.55 N/A 3s to 10s 1.05 N/A For the generic case: P = qZ*G*Cf = For the oblique case: P, = qZ*G*Cf, = PZ = qZ*G*Cfz = P3 = qZ*G*C13 = P4 = q7*G*Cf4 = 16.76 psf 30.55 psf 21.19 psf 15.28 psf 10.35 psf CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 P,=PCos 0 Py (psf) Py = P sin 0 15.75 For the generic case: 28.71 P = 16.76 For the oblique case: 14.36 Pi = 30.55 PZ = 21.19 P3 = 15.28 P4 = 10.35 PX (psf) Py (psf) 5.73 15.75 10.45 28.71 7.25 19.91 5.23 14.36 3.54 9.73 rd I CSW/Stuber-Stroeh Engineering Group, Inc. 0 S W S U 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Find Wind Load to Piers End of Array to First Pier (Ll)= 2.8 ft First Pier to Second Pier (L2)= 14 ft 15.75 1"TT . T'T I *T T T T T."TT T I I I LITT P P2 3 pt Generic Oblique Pr, end = 556.96 812.11 — 11 - Pr, second 845.88 1 w use alt. method Pr, middle = second pier second pier governs governs u��e� 1"TT . T'T I *T T T T T."TT T I I I LITT P P2 3 pt Generic Oblique Pr, end = 556.96 812.11 — 11 - Pr, second 845.88 1 w use alt. method Pr, middle = second pier second pier governs governs _ � 6 X« q 41Z ' 49' 4" ---=-AC DISCONNECT ___��•.�- _.�;.��._..�_---== — --- -- �_... DC DISCONNECT- -- —� ----- - - - : - 1 E j B22A USE 90°I ' = i INVERTER BRACKffTS 3' t 61-011 I4'-0" i I 2500 PSI CONCRETE PIER (TIYP)ILI 15'-9" i i T IT., T. -.T T T ---- I TT _r -7.25.E ��23 PsF /Vol' Wz _ <�'>o") [(ro• s `t.r- �,� .,� �. (�z� )Cry �o" ��'��'°) CS•Z��sF)r°a��'-r�f�' _ �6 i6 I SECTION 1804A ALLOWABLE LOAD-BEARING VALUES OF SOILS 1804A.1 Resign. The presumptive load-bearing values pro- vided in Table 1804.2 shall be used with the allowable stress design load combinations specified in Section 1605.3. 1804A.2 Presumptive load-bearing values. The maximum allowable foundation pressure, lateral pressure or lateral slid- ing-resistance lid- inbresistance values for supporting soils near the surface shall not exceed the values specified in Table 1804A.2 unless data to substantiate the use of a higher value are submitted and approved. Presumptive load-bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted. Exception: A presumptive load-bearing capacity is permit- ted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight and temporary structures. 1804A.3 Lateral sliding resistance. The resistance of struc- tural walls to lateral sliding shall be calculated by combining the values derived from the lateral bearing and the lateral slid- ing resistance shown in Table 1804A.2 unless data to substanti- ate the use of higher values are submitted for approval. For clay, sandy clay, silty clay and clayey silt, in no case shall the lateral sliding resistance exceed one-half the dead load. 1304A.3.1 Increases in allowable lateral sliding resis- tance. The resistance values derived from the table are per- mitted to be increased by the tabular value for each additional foot (305 mm) of depth to a maximum of 15 times the tabular value. SOILS AND FOUNDATIONS Isolated poles for uses such- as flagpoles or signs and poles used to support buildings that are not adversely affected by a 0.5 inch (12.7 mm) motion at the ground sur- face due to short-term lateral loads are permitted to be designed using lateral -bearing values equal to two times the tabular values. SECTION 1805A FOOTINGS AND FOUNDATIONS 1805A.1 General. Footings and foundations shall be designed and constructed in accordance with Sections 1805A.1 through 1805A.9. Footings and foundations shall be built on undis- turbed soil, compacted fill material or CLSM. Compacted fill material shall be placed in accordance with Section 1803A.5. CLSM shall be placed in accordance with Section 1803A.6. The top surface of footings shall be level. The bottom sur- face of footings is permitted to have a slope not exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units horizontal (10 -percent slope). Individual steps in continuous footings shall not exceed 18 inches (457 mm) in height and the slope of a series of such steps shall not exceed one unit vertical to two units horizontal (50 - percent slope) unless otherwise recommended by a soils report. The steps shall be detailed on the drawings. The local effects due to the discontinuity of the steps shall be considered in the design of the foundation. 1805A.2 Depth of footings. The minimum depth of footings below the undisturbed ground surface shall be 12 inches (305 nun). Where applicable, the depth of footings shall also con- form to Sections 1905.2A. I through 1805A.2-3. TABLE 1804A.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE CLASS OF MATERIALS ALLOWABLE FOUNDATION PRESSURE (psf)° LATERAL BEARING (psf/f below natural grade)° LATERAL SLIDING Coefficient of friction Resistance (psf)° 1. Crystalline bedrock 12,000 1,200 0.70 — 2. Sedimentary and foliated rock 4,000 400 0.35 — 3. Sandy gravel and/or gravel (GW and GP) 3,000 200 0.35 — 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 150 0.25 — 5. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and Cl) 1,500` 100 — 130 For SI: I pound per square foot = 0.0479 kPa, 1 pound per square foot per foot = 0.157 kPa/m. `00 t ��3 J Z _ 2-66 ,7 p a. Coefficient to be multiplied by the dead load. J b. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1804.3. c. Where the building official detemunes that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. d. An increase of one-third is permitted when using the alternate load combinations inSection 1605.32 that include wired or earthquake: loads. 2007 CALIFORNIA BUILDING CODE 161 � = � � Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:~ 1304 Lateral Load, lbs No=l Number ofPiers ^ B=4.5 Height boTop o(Pier, ft � ignore= l Ignore Depth, ft dpic,=l2 Pier Diameter, in S= 266.7 Passive Pressure, po 8r= 8+ ignore B,~ 5.5 F Pr=-- Pr 1304 No ' B,~----- 8~l Guess Value: D:~6 |2 . Given 2.34 -pr A=------ . a Mr D D=--1 l + /| + 4�36-�� | ��--�2B 2 \ J & / 5�nd<D,&) D=Fi D~(2.9 | / � '^ A=l " Dpc,=D+ignmk9� Dpo,~| | Total Pier Depth = 3.9 Drilled Pier Depth - Wnconsttained 2007 California Building Code - Section 1805.7.2 F:= 976.6 Lateral Load, lbs No := I Number of Piers H := 4.5 Height to Top of Pier, ft ignore := I Ignore Depth, ft dpieT:= 12 Pier Diameter, in S:= 266.7 Passive Pressure, pcf Hr := M + ignore Hr = 5.5 F Pr := Pr = 976.6 No B B= I Guess Value: D:= 6 A:= I 12 Given 2.34-Pr A H I Ar !� D 1 S-- . 2B 2 A) 3 5.2) D:= Find(D, A) D= (2.4 Dpier:= D + ignore Dpier (6.2) Total Pier Depth 3.4 1 �Ozu 10 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 CSW S T Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 12 inches End Pier = 7 ft Middle Pier = 6.25 ft Reference Table 1804.2 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 TSedimentary and foliated rock 600 3. Sandy gravel, and/or gavel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel (lbs.) (SW,SP, SM, SC, GM, and GC) Capacity (DL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 97.19 and CH) 295.58 Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): 150 psf (DL Only) 200.00 psf (Total Load) 100.00 psf (Uplift) Solar Panel Model Name: Kyocera KD205GX-LP Length: 59.1 inches Width: 39 inches Weight: 40.8 lbs 2.55 psf Dead Load Wind Load Pier Depth Vertical Vertical . Vertical Uplift Trib Area- (ft2) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 97.19 247.73 295.58 7 3298.67 4398.23 2199.11 Middle Pier 147.52 376.02 307.69 6.25 2945.24 3926.99 1963.50 11 CSW/Stuber-Stroeh Engineering Group, Inc. CSW S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Seismic Analysis for Residential Ground Mounted Avolications Project Name: Duerr Residence Date: 10/3/2008 Project Number: Client: SPG Solar Project Address: 9575 Formosa Way, Durham, CA Seismic Loading based on ASCE 15.4.2 (Non Building Structures): To be conservative, take maximum values for seismic coefficients rather than site specific values: Fa = 1.419 SS = 0.476 SDs = 2/3 Fa S., = 0.450296 Array Width: 9.9167• ft Trib Length: 14,875 ft Array Weight: 2.55 psf Trib Weight, W = 376.15 lbs. Seismic Base Shear (Egn 15.4-5): V = 0.30SDS W I . Verify Fundamental Period: V = 50.81 lbs. W,,52 T = 27 n g E .fi si =1 for 4" dia. sched40 pipe: S = VL3 E= 29000000 psi 3EI 1= 7.23 in S = 0.0127 in. T = 0.0980856 Since T > .06 s, refer to Section 15.6 (ASCE 7-05) Non -building Structures not similar to Buildings 12 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.65 Longitude = -123.06 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.884 (Ss, Site Class B) 1.0 0.889 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.65 Longitude = -123.06 Spectral Response Accelerations SMs and-SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period_ Sa. (sec) (g) 0.2 .1.884 (SMs, Site Class D) 1.0 1.334 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.65 Longitude = -123.06 SDs = 2/3 x SMs and SD1 --'2/3 x SM1 Site Class D - 'Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) , 0.2 1.256 (SDs, Site Class D) 1.0 0.889 (SD1, Site Class D) 13 ASCE 7-05 DESIGN BASE SHEAR - SEISMIC LOADING SPECTRAL RESPONSE ACCELERATIONS (12.5): Use Seismic Hazard Curves, Response Parameters, and Design Parameters program by USGS to determine short period, Ss, and 1 -second period, S1, spectral accelerations. Site Coordinates: Latitude = 39.39 Ss = 1.884 g Longitude = -123.06 S1 = 0.889 g Site Class = D This is given in soils report. Use "D" if no soils report is used Fa = 1.0 Per Table 11.4-1 Fv = 1:5 Per Table 11.4-2 Maximum Considered Earthquake Spectral Response Accelerations: SMS 1.884 g SM, = 1.3335 g Design Spectral Reponse Accelerations: SDs = 1.256 g SD, = 0.889 g SEISMIC DESIGN CATEGORY, SDC (11.6): Structure shall- be assigned a Seismic Design Category per section 11.6.1.1 ASCE7-05. For Occupancy Categories I, II, and III, if S1 >/= 0.75, SDC ="E" For Occupancy Category IV, if S1 >/= 0.75, SDC ="F" For all other structures, the Seismic Design Category to be based on Tables 1613.5.6(1) and 1613.5.6(2) Both tables are based on their Occupancy Category. Each building and structure shall be assigned to the most severe Seismic Design Category. Occupancy Category = II Per Table 1-1 (ASCE 7-05) S1 > 0.75 SDC = E Per Table 1613.5.6(1) SDC = D Per Table 1613.5.6(2) SDC = D Assigned Seismic Design Category = D DESIGN RESPONSE SPECTRUM (1 1.4.5 ASCE 7-05): To = 0.142 sec TS = 0.708 sec Ti = 8 sec Long Term Period per Fig. 22-15 (continental USA), Fig. 22-16 (California and Nev.) Fundamental Period of Structure hn = 4.5 (Height above base to Level n) Ct = 0.020 Per Table 12.8-2 X = 0.75 Per Table 12.8-2 To = 0.062 secs (Method A Structural Period per Section 12.8.2.1) T, sec So, g 0 0.502 0.142 1.256 0.708 1.256 0.75 0.000 1 0.000 1.5 0.000 2 0.000 2.5 0.000 3 0.000 3.5 0.000 1.2 � 1 0 0.8 u 0.6 N 0 0 N 0.4 d 0.2 u m CL (a 0 DESIGN RESPONSE SPECTRUM 14 0.1242 0.621 0.75 1 1.5 2 2.5 3 Period, T (sec) EQUIVALENT LATERAL FORCE PROCEDURE (12.8.1 ASCE 7-05) R = . 1.5 (Table 12.2-1 - Design Coefficients and Factors for Seismic Force -Resisting Systems) I = 1- Importance Factor Cs = 0.837 Seimic Response Coefficient per Eq. 12.8-2 Cs need not exceed 9.591 per Eqs. 12.8-3 and 12.8-4 Cs shall no be less than 0.01 per Eq. 12.8-5 For Sl >/= 0.6g, Cs shall no be less than 0.296 BASE SHEAR, V = Cs x W ; �� BASE�SHEAR V° t r�.0837 W TOTAL BASE SHEAR: V = 0.837 x 2.55 V= 2.14 PSF WIND GOVERNS ' 0.837 0.296 mm -"DC DISCONNECT 16 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 C S 1111 S T Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Applications Project Name: Duerr Residence Date: 10/8/2008 Project Number: Client: SPG Solar Project Address: 9575 Formosa Way, Durham, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign): **Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc.** MIN inii • r o r Calculation No.: AFS -C-6530-2 .Title: IBC' Wiad Analysis for Solar Panel `'t'�- �n'C: Checked - °``e 15 AUG 07 c; -era ISA Data: Project No.: aE5.070; 6;;n-5 Tracker =4s,,embI'•,', .SvppC;t.s, and Drl ;'e ,0--visC-o Ntc.: [kcurnent Con -ml t!_..: Shee. Nc.: N-leelianism for 90 mpb NVind Speed D 1 i_-_ P. _ 0 -1 -7 -psi DESIGN PRESSURE r� . _u (Eq 6-27) For the generic .cane: P:= q_ .4 Cf P = 17.1:=Psf P = 0.1193psi For the oblique wind -case FE := q` GCKI PO = 35.397p=:' PO = 0.3=:$psi p1 :=q: G.C�i Pt = ')-2.934Psf Pa159 Psi P, = q� G'C t P. _ !�.9.•lpsi P. _ 0 -1 -7 -psi 3:= qF-4 = 10-4 T:lf z G -C P7 = 0.1:72 -psi The design pressure is to be rpalicd to the projected area. For the finite element" model the pressure was applied normal to the face and was corrected by the sine of 45 degrees, or 0.707. Worst case stresses are determined forthe support polus, I he torque tubes. and the aluminum rail extens"sons The rssuli„ sho-.a that Case C bounds Mase a. for all components of inierest. 17 . _ �� ! �� 0 � Cf Engineering Group, Inc. 45L�omniCou� 415.883.9850 / . Novato, CA94S4S Fax 415.883.9835 Amend wind loading for Site Specific conditions: ' Wind Speed: 85 MPH Tilt Angle: 90 degrees Array Height: 5.25 ft ' (h, height of sign) | Array Width: 4ft (s(width ofarnay) i Vert. Array Width: 4.00M (s.projected vertical dimension ofsign) Array Length: 4 f (B.horizontal dimension cfsign) Max. Support . | Spacing: 4|t i Gust Factor, G 0.85 (per AphaohReport) � Velocity Pressure (Apteoh).q,= 1810pof (see Aph»chreport p.5) Velocity Pressure, q,= 11.60pnf (scale q,for 85mph wind speed) ! � Aspect ratioB/s'~ 1.00 ' Clearance ratio s/h= 076 CaseA&B | C/= 1810 � . ~ Case ! { ' ' Region Cf Cf Reduced For the generic case: For the oblique case: p,=q,*G^Cn= 22.18 pef p2=q"~G°Cf2= 1478pof P»=q,*G°Cm= 0.00 psf P^ = q,~G~Cw=- 0.00 paf CSW/Stuber-Stroeh Engineering Group, Inc. CSW ST' 45 Levoroni Court . 415.883.9850 } Novato, CA 94949 Fax 415.883.9835 Px = P'cos 0 Py=Psin 0 For the generic case: P = 15.96 For the oblique case: P1 = 22.18 PZ, = 14.78 P3 = 0.00 P4 = 0.00 P. (psf) Py (psf) 15.96 0.00 22.18 0.00 14:78 0.00 0.00 0.00 0.00 0.00 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 C SW S T Novato, CA 94949 Fax 415.883.9835 -Find Wind Load to Piers. End of Array to First Pier (Ll)= 0 ft First Pier to Second Pier (L2)= 4 ft Second Pier to Third Pier (L3)= 0 ft Third Pier to Fourth Pier = 0 ft GENFP- I C I' T f "T -*T T T T, T T T''T" T' T T IT T T ,TTS F, 00" OJF— P-f Generic Oblique Pr, end = 127.66 177.41 Pr, second = 127.66 413.97 SAY q5V Pr, middle second. pier second pier governs governs 4� z Wel Ito" 0 ! 191FLA I . r. a I' T f "T -*T T T T, T T T''T" T' T T IT T T ,TTS F, 00" OJF— P-f Generic Oblique Pr, end = 127.66 177.41 Pr, second = 127.66 413.97 SAY q5V Pr, middle second. pier second pier governs governs 4� z Wel 20 Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 225 Lateral Load, lbs No := 1 Number of Piers H := 4 ' Height to Top of Pier, ft ignore := 1 Ignore Depth, ft dpier:= 12'. Pier Diameter, in S:= 266.7 Passive Pressure, pcf Hr := H + ignore Hr = 5 F Pr := — Pr = 225 No dpier B := B= 1. Guess Value: D:= 6 12 Given 2.34 -Pr A – Hr D = ] + 1 + 4.36• f S•D-2B 2 A) 3 1 A:= 1 C3�'®,► ' Dpier := 9) 2 D +ignore Dpier = Total Pier Depth = 1 21 CSW/Stuber-Stroeh Engineering Group, Inc. }45 Levoroni Court 415.883.9850 CSW ST Novato, CA 94949 Fax 415.883.9835 Pier Depths from Lateral Analysis: Pier Diameter: 12 inches End Pier = 4 ft Middle Pier= 4 ft Reference Table 1804.2 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 3. Sandy gravel, and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel (lbs.) (SW,SP, SM, SC, GM, and GC) Capacity (DL) 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 8.00 and CH). 177.41 Job Site Soil Classification: Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW,SP, SM, SC, GM, and GC) Friction Force (from table): 250 psf (DL Only) 333.33 psf (Total Load) 166.67 psf (Uplift) Inverter: Length: 48 inches Width: 36 inches Weight: 500 lbs Vertical 41.67 psf Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ft) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 8.00 333.33 177.41 4 3141.59 4188.79 2094.40 Middle Pier 8.00 333.33 413.97 4 3141.59 4188.79 2094.40 SITE PLAN REVIEW APPLICATION Date: Z — ® t-1 — UZ AP# O LI d — 1!9 U' — Permit Number (if applicable) d 2— D2.D CD APPLICANT INFORMATION Parcel Size: 5,-2_1 A L Owners Name: U G l'Z rZ - Owners Address' }��Noy�YZ- Lim C lel LO G�, �IS�i3 Telephone No.: 3 - 373 CANT , STEf� �'E2 �Z �12-A Situs Address: Proposed -Use: Residential is New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief Explanation (if necessary): L DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved. By j�-� Date Z- Zj -U2 Pagel of 5 ON ALL ITEMS CHECKED APPLY TO THE PROPERTY ` Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) in 100 -Year Flood Plain: (See atttaache� • Flood Zone: • Flood Panel No.: D5 20 C, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 1_ 2O Side ' C Side Street S D L `ZU �- i-SqV0 21U _ Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: + Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -----------------------------------------------------------------------------------------------------7------------------- Subdivision Map Special Fees J, Water Tender ❑ Road' Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ' ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements a Subdivision Map/Parcel Ma Map Date of Recording: Lot: Book: ❑ Use PermitAlinor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 3� ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Summary of Specific Requirements: 4 1 This information provided in this summary is based on the application information and on the best available data at the time of review. C:\My Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 er AAA., ech VerticalTechnology Engineering PO Box 282, Chico, CA 95927 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Mark and Janet Duerr Project: Duerr Residence Location: Chico, CA I I 02-020 Som CWNTT JILDING DPPARTMF-M APpBONE1) 3115 /0 Z kw. Attention: This engineer is not responsible for on site inspection oto assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set 0)',s ecifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted . construction practice, the latest edition of the Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 12/10/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18 -I -A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. ' E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/z" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 12/l0/01 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 '/. LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: l2/10/01 6-4 POSTSITRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. LOGS/CUT TIMBERS A) LOGS SHALL BE DELIVERED WITH CERTIFICATIONS AND STAMPED BY GRADING AGENCY. B) LOG STRUCTURAL VALUES SHALL BE AS FOLLOW: LOG SPECIFICATION Fb(psi) Fv(psi) FCII(psi) FCT(psi) E(psi) DF(N) #1/PREMIUM 1500 90 1000 600 1500000 ESLP PREMIUM 950 65 600 320 1100000 ESLP WALL LOG 550 65 350 320 900000 C) STAGGER WALL SPLICES SO AS TO PROVIDE LAP WITH LOG BELOW WITH (4) LAGS EACH SIDE OF SPLICE. D) USE (1) LOG HEADER MINIMUM WITH NO SPLICE OVER OR WITHIN 2'-0" OF OPENING. E) DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. F) LAG SCREWS SHALL BE PROVIDED IN LOG WALLS AND LOG WALL ATTACHMENTS AS FOLLOWS: `/z' DIAMETER LAG SCREWS: USE'/2" DIAMETER LAG SCREWS WITH'/z" MINIMUM COUNTER SINK AND COMPRESSION SPRINGS FULLY COMPRESSED AT EACH LAG, AT 48" O.C. UNO. PRE -DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS: TOP LOG = /2" DIAMETER THROUGH. BOTTOM LOG = 15/64" DIAMETER A MINIMUM DEPTH OF 4-1/2". MINIMUM LAG EMBEDMENT = 4" G) WHERE THREADED ROD IS CALLED FOR IN ANY WALL, IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO MAINTAIN A SNUG FIT BETWEEN THE BOLT/WASHER AT THE TOP OF THE LOG AND THE TOP LOG FOR THE LIFE OF THE STRUCTURE. FAILING TO DO SO MAY RESULT IN EXCESSIVE DEFLECTIONS OF LOG WALLS DUE TO DESIGN LATERAL LOADS. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B Ll PROJECT nu�rr VERTECH ENGINEERING ENGINEER A DESIGN OF C7encx-G L cc, � (Zoo- D1 LL F.I oo y- ' D L. C- )- LL WCkk � DL 2 0 1p 10 �>-s ✓ ,.6cO ps I ,S.r ✓ Roo 9 SCis►ni c, Mass (House) P PAG E DATE 1 i 2100 vel a l i s = (4 I (00 o-5 s - �' (5 ' 220 � I-`) ( is � q0 5 O lb (G gra 9e `Z oo - 1 I O�- - �-� ► , 4 (Ito `35 = 2 4, -1 OF7 I \\/ra11' - C5 ► 1 �t Sys �. q�5�i �� __....... PROJECT D u c y -r VERTECH ENGINEERING ENGINEER DESIGN OF Lal-c,,r-c,I Liv,,:z. Layovi` QG v 01 PAGE 5 DATE Q/o P 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Duerr Residence Date: 10/24/2001 Comments: Wind Speed: 75 mph Importance: 1 Exposure: B _ ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A' 15 20 25 _Windward Wall 7.2 7.8 8.3 Leeward Wall_:_ _ - --4.5 -4.8 -___- !-- -5.2 Roof •-----.._....._.__�-_..__..._.__..._.._........ Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof S19Ee <2_12,_._.__ -6.3 -6.8 -7.3 2:12 to <9:12 _ -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 _._._. _Wind Parallel to Ridge _ -6.3 -6.8 -7.3 Method B ---•------•-_.__`.._._._. On Vertical Projected Area Structure <= 40' High- 11.7 12.6 13.5 _ Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -_6_._8 _ -_7.3 �_- Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 . _ -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls . - -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -1_2.6 -13.5 7:12 to 12:12 _ -11.7 11.7 _ _ -12.6 12.6 _ _ _-13.5 13.5 Partially Enclosed-- -�-- Slo_pe <2:12 , _�- -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 _-17.7. 17.7 - Elements and Components in areas of discontinuity Wall Corners _ -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:1_2 to 7:12 _ - -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhan s, canopies -25.1 -27.1 -29.2 T = CvI/RT = VEQ = 1997 UBC Static Seismic Forces_ 0.175 0.5610 76 VerTech Engineering Project: Duerr Residence Date: Comments: House Units: Kips & Feet (UNO) .11 `Ca'I 2.57Ca`I/R Zone = 3 0.0396 Soil type = �� Soil Profile Types ' I = 1 Importance Factor Table 16-K ' R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient , Table 16-R hn = 18 HEIGHT TO ROOF) ' Ct = =.020 FOR ALL OTHERS 10 0 0 0.0 10 P = 1 Reliability Redundancy Factor = 2-20/(r"sgrt(Ab)) TA = Ct(hn)'" r- max element/story shear ratio Max TB = 1.4'TA 1 <P<1.5 <1.25 for SMRF 0.0 =1 Zone 0,1,2 VEQ = (Cv*I'W)/(R'T) Ab= ground floor area of structure Ft = 0.07'T`V (If T<.7, Ft=O) T = CvI/RT = VEQ = 0.175 0.5618 75.7 0.175 0.5610 76 EQ: V/W: V: VEQ E VEQ MOT Diaphragm .11 `Ca'I 2.57Ca`I/R 22.1 0.0396 0.1636 5.3 22.1 Ft = 0.00 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 8 18 44.3 797 10.4 10 83 10 10th 0 10 0 0 0.0 10 83 0 9th 0 10 0 0 0.0 10 83 0 8th 0 10 0 0 0.0 10 83 0 7th 0 10 0 0 0.0 10 83 0 6th 0 10 0 0 0.0 10 83 0 5th 0 10 0 0 0.0 10 83 0 4th 0 10 0 0 0.0 10 83 0 3rd 0 10 0 0 0.0 10 83 0 2nd 10 10 90.5__F 905 11.7 22 304 16 1st 0 0 0 1 0 0.0 22 304 0 10-t.0 1 i r uc 1997 UBC Static Seismic Forces VerTech,Engineering Project: Duerr Residence Comments: Garage Date: Units: Kips & Feet (UNO) Zone = 3 (If T<.7, Ft=O) Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and'Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 10 --(HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS J P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)"" r- max element/story shear ratio Max TB = 1.4*TA I<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (CV*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) .11 *a*I 2.5*Ca*I/R T = 0.112 0.112 EQ: Cvl/RT = 0.8730 0.8766 V/W: VEQ = 30.1 30 V: Ft = 0.00 I a-#. Z) I 34o .11 *a*I 2.5*Ca*I/R 5.6 0.0396 0.1636 1.4 5.6 I a-#. Z) I 34o 0000 � r 0�0 I a-#. Z) I 34o PROJECT /��__�{'� ENGINEER AT DESIGN OF VERTECH ENGINEERING n PAGE 1 _ DATE �- , I lrl Al � • z 10, - 2.5 ' P 2G 2c_:� 1 P (nP 10, - 1-5, .:F --- 1 2. 1 '16 e ^^ C,) I _ . I 2S')(1 1, =4- p ,-C) � �, N 2g251b -1 ui"- (10 1 I.j P F); 3 i — (Is. 21)(13.5s-4- � N s -P P .. R:I -- (� 2 I �) (► 3 , 5 Ps 47 --- '41 S 311 s . to' �, ) ( I I , + s �' > --r43> P c z,(, 16 CAH - cor,.,r,•,cr� w aI I �e 4-�.r, 9ara�c�� 5v PROJECT [� i,t r c VERTECH ENGINEERING ENGINEER AT DESIGN OF L a+ ,ro l A, RH' - ( 2 i (10, 4 oat L—� (-ONJ v -v-o w s > ► 4 - PAGE 10 DATE 10/0 3� I -"" 3-�I + Ib AJH 2 -) (I L © 41-q ► b 1.4 A'16 El C 5 X00 I b �,, 2000 ► 6 -2c��o ► 6 2 � O i -q o 16� 4I-}ci I6 1 .4 1.�1 G - i Z C � X0016 I .4 2 S C,00 I L -}- .� Q 1 -10016 --jo33g3 16 PROJECT D �.c e_� r, VERTECH ENGINEERING PAGE I ENGINEER f \ DATE 4 DESIGN OF Lc4ax a .z � ► o I b _.�- 3-� � 4 I � co (i IUCD 16 8(o I.4 4 CO 1,4- 1,H 4 - 1,H _ 1,4 rZ PROJECT - LJAfx-lr VERTECH ENGINEERING PAGE ENGINEER AT DATE _J / jc) DESIGN OF La4cco � 6 A nd56 sn(16) -N i �0,0� L, a— - P - cc --d +ion 3-40 -C4 '2 -7001 As ,37 11-- 1 1 7(� (-7tRS)) 10,0' 20r -XD ,j if At. 3,36v3e 4. 773.,Cr:s--v -7+ � , ► ,-, 2q 25 C�� 8) A,I 152.1 3) 15.21 C, 1-4 So (o 3w C .01 3,R� 4253 3,1 N 3510 (-1-1(3)' 1,N 4-5 T R14 4253 -51 l'H .3 89 P - cc --d +ion 3-40 -C4 '2 -7001 As ,37 11-- 1 1 7(� (-7tRS)) 10,0' 20r -XD ,j if At. 3,36v3e 4. 773.,Cr:s--v -7+ Shear Wall Design Program VerTech Structural Engineering Project: Duerr Location. Panel Thickness 3/8 T Panel Orientation Long Dimension Across Studs Nail TypeME:: • Anchor Bold Diam. ( Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Sill Plate Grade Hem Fir. . AB in 2X Sill 570 AB in 3X Sill 700 Date: 12/6/01 Units (UNO): lbs, in Split Anchorage 2X Sill 3X Sill 2.92 3.58 1.00 Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 -0.148 1.50 0.84 118 - 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4- 20d 14 0.192 2.50 1.00 170 170 5 30d 4.5' 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 R 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 3 8.7 0 8 27.6 0 4 380 3 .1 5.9 0 8 18.9 0 3 490 - 3 4.6 0 8 14.7 0 2 640 3 3.5 0 8 11.2 0 44 760 3 3.0 5.9 8 9.5 18.9 33 980 3 2.3 4.6 8 7.3 14.7 22 1280 4 2.1 3.5 8 5.6 11.2 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member. r 13 AB Spacing (ft) 2X Sill 3X Sill 2.92 3.58 1.00 2.45 0.77 1.90 NG 1.45 NG 1.23 NG 0.95 NG 0.73 Y 0 VerTech Engineering Project: Page: Engineer: Date: "" E -. Desi n of: Shear Walls Framing ` Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load . Length Length Length Load/ft Edge Nail WallI�(� Ift1 Ll I( b/ft) in A,RH 5063 14 14 14 362 4" .................................................. .................................... *.............1209.................... ................................................................................................................................................................................................... 29........................29..........................29.........................387.......................3.............................................. �• �3 ,1° B,1 c2260 .......................................................................................................................................................................................................................................................................... * 2.67 2.67 2.67 846 3/3 C,RH 5063 17 17 17 298 4" C,1 H ............................. 891 .................................................................................................................................................................................................... 23.5 23.5 23.5 380 4" 1,1G 2340. 9/- 9 9 260 6" " ....................GH.............................................. 2,1 ......................H............................................... 3393 i ............................... .y 17.5 0 .............................. 17.5 ..................................... ................................. 17.5 194 .............................. 6" ................................. ........... 3' R ........................ 4253.... �...............12..� ............................... .................................. .............1.2..........................1.2.........................354...................... ......................... _......... ................................. ............................... 4..�........................................ ................................ 3,1H .................................... ...........2786- 7763 • 12 12 12 647 4/4 ........................................................................................................................................................................................................................................................................... ....................................... ................................. .................................... ................................. ............6../ .................................... 5, RH ..................................... ...........5189..•.............10.... 4253 ' 14 . ................................. 14 14 304 4" ................. 10.75.................. ................................. ............3:..�....................................... 0 Ln VerTech Engineering Project: Page: Engineer: Date: Z Design of: Shear Walls Stability Overturning Overall Resistive Gravi OT OT Rightinq Net Segment Segment OT Rightin_q Net Length Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall Lft-) ffflI( bM Ll (ft lb) (ft lb) (lb) M) a fft_[W lft-It?J .A,RH ................9.............. .9 .365 ........................................................................................................................................................................................................................................................................ 8 26038.3 14782.5 1415 5 8 14466 4563 2072 -- A,1 H+G........ 14 ..14 4.50 8 ........................................................................................................................................................................................................................................................ 43289.9 44100 257 5 8 15461 5625 2080 B,.1 G...................3....................._3....................365........ 9 ........................................................................................................................................................................................................................................................ 20340 1301.02 7179 0 0 0 0 _C,.RH..................3......................3....................365 .................................................................... 8 7147.76 C,1.H .7 ..7 450 .................................................................................................................................................................................................................................................................. 8 19735.7 ...1642..5..........1890...............2.:5.....................8...................5956.............1.14.1.............1972..... 9506.25 1720 2.5 12 11386 1406 4048 .................G......... ...........9......................9....................365..................9:..:...:.........21060............... 5..........862.................:..�......................._�.......................�.......................�....................................... 2,1 GH ............._7............... ............................. . 7 .365 .................................................................................................................................................................................................................................................................. 8 10082.1 7710.63 483 5.5 8 8531 5521 648 ................................RH.............�.....................2..................365..................8.................34024...........26280.............864....................0........................0......................_�.......................�..................................... 3,1 H ......................................................................................................................................................................................................................................................................................................................................................................... 12 12 450 12 93156 32400 5333 0 0 • 0 0 4,1 H ......................................................................................................................................................................................................................................................................................................................................................................... 15 15 150 8 22288 15768.8 558 0 0 0 0 5,RH ......................................................................................................................................................................................................................... 14 14 365 8 34024 35770 131 0 0 0 0 5,1 H 7 7 450 12 40546.6 11025 .............. 4375 .............................................................................................................. 3..75.. . ............. 8 14481 3164 3102 .. Ln PROJECT D,,t e.r r VERTECH ENGINEERING ENGINEER A T - DESIGN OF -! cp ~ • ^n 7 r+ IT M n PAGE _�__ DATE O PROJECT D-��-' ENGINEER -80 - DESIGN OF 0 0 VERTECH ENGINEERING PAG E DATE o M U PROJECT Del e,c f' VERTECH ENGINEERING PAGE ENGINEER DATE L O DESIGN OF Drd S 1 'nc I cab = V 1 2 U 9 16 1 cr, 0 Q -r -- I.oc�d�'�'-I- ,4 �f-8�'+ • I X12 P 1 � = 533 i b . . PROJECT 0 L Pyr r VERTECH ENGINEERING PAGE _ ENGINEER AO DATE I DESIGN OF Drd. S I V,� loc 7��3 ' Ib 4- 1 oad/ .�-�- _ ►Coq 1, I � • 1ine, load - 425 l�, - 1�n9}� +0 &69 G2 PROJECT CdtdE'X y' VERTECH ENGINEERING ENGINEER 0-�`� r DESIGN OF Gr av n --- _ .mall below PAGE a l DATE 12101 1 r PROJECT lJ LA -PX r ENGINEER AT DESIGN OF VERTECH ENGINEERING PAGE DATE I a(0 8c CIG r on 4- k 1',S p ordvo'�tJ GyUte ►� :moi;rl PROJECT" �� VERTECH ENGINEERING PAGE 23 _ ENGINEER A T DATE 2 O DESIGN OF G rc,u 1 -% v ( beams c� M = 3001 f -l- - 16 16-i��- 132- 2 c�.� �I oor C-7 i c L - �� '/a ' �'��'h : q V-2- 2-2 G02 x 1(olp Ib-ir, e L 3 - 50(a f"�- _ `r SO 1 E! 1-0:x 10' b _.. 1- 4 DF `9 or D F' li2- PROJECT`( - ENGINEER A DESIGN OF Gy -a\/ i _.� VERTECH ENGINEERING ( bees ) PAGE 4 DATE cl o L z M = 1"21'.4 -16 U = S45 16 PS L x-16 V = 452 1 �D PZ I OG PROJECT Oue,X r' VERTECH ENGINEERING ENGINEER A PAGE -15 DATE 1 2 �Z 1 Co 1 x O1.� - i vl 2- I ( 71ka" -ET.. j. PY-,�-51 STS (2) 1(,O " O c C'� 2nd �Ze.Gr Ov��hc�nc� i 74 V 73� �OL- - DL, = 3 l 6-F - F-7�T L"D L _ q co(D pl F M I-748 Fl-- -1 b \/ = +182 � b E I =- I OG x \ CD' I I��TJII 150 & I(o" O.0 . Pia► - A FT L = I (o '/i' -Fr,' b �Z 1 Co 1 x O1.� - i vl 2- I ( 71ka" -ET.. j. PY-,�-51 STS (2) 1(,O " O c C'� 2nd �Ze.Gr Ov��hc�nc� i 74 V 73� �OL- - DL, = 3 l L"D L _ q co(D pl F PROJECT D tje rr VERTECH ENGINEERING ENGINEER 7 DESIGN OF �-a u ► + y I�eG Irn S 1 PAGE 2 (�o_ DATE ell - TyIk,_.= CO3k ITn� � -7 V = ►o i E-1 = �� xi0�' I%- in�2 Q1l- Ty PI ca 12s -I Roos -Toy S+s M = 532 A-+ -- I b c Io`` I6-1�� e ► 3 - �y P� ca i Gear De -c - G c &,r L-= --' - i Y -A; b -;3� M = 2291- -C-I6 1313 lb 4 x -D7 2 1 1 Rea � pec.L = J L = -j V:2 I Y. 24-1 ib ET 2 >C DF tt 2 \I 01 L , PROJECT ENGINEER AS DESIGN OF GY- Gv + VERTECH ENGINEERING be PAGE DATE IrjY-o►-�-�- Pv r.. L.� F .S L _ v 44g1b Co x 12 DF -112 G G,(CSGJ CJ P-bOr 1-4.eade c L = ci Tr- jo - 13 V 2�321b 21-4 x) o 16 E.1 39 xI01-o Ib- 2 4 x ( DF -0'2 Beam Sizer Design Program ta�tz VerTech EngineeringProject: r esidence Date: 12/7/2001 Location: B1 ❑ Valley Beam Slope of roof.. 0 :12 Select Beam Width 1.5 in Dead Load 10psf —_. Round Member Live Load 40 sf P DFL #2 Dimensional ___ —1—J a ❑ Horiz. Member TULL Defl. Criteria (L/) 240 360 Fb' 890 psi Length of Beam 19 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 12.7 in Co 1.00 CIF 1.00 A Req'd 10 in^2 CM 1.00 Cv 1.00 S Req'd 40 in^3 Ct 1.00 Cfu 1.00 1 Req'd 128 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI- 0.99 Fbe= 5015 le= 2.1 Ra= 11.8 Fb'= 900 Total Uniform Load 67 plf Mmax 3001 ft -Ib Vmax 632 Ib ❑ Shear at d from face? EI Req'd 246 '10^6 #-in^2 7/b so �� O.C. Beam Sizer Desi n ram Pro g g bkwk VerTech Engineering Project: Dantzer Residence Date: 12/7/2001 Location: 62 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.125 in Dead Load 10 psf ----._ ❑ Round Member Live Load 40 psf Glue Lam 24F V4 __ _I_J ❑ Horiz. Member TL/LL Defl. Criteria (L/) 240 360 Fb' 2294 psi Length of Beam 19.5 ft Fv' 190 psi Width tributary to beam: 9.5 ft Unbraced Length 1 ft Height Required 13.5 in CI 1.00 CF 0.99 A Req'd 37 in^2 CM 1.00 Cv r 0.96 S Req'd 118 in^3 Ct 1.00 Cfu 1.00 1 Req'd 881 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 61937 le= 2.1 ` RB= 3.6 Fb*= 2400 Total Uniform Load 475 plf Mmax 22577 ft -Ib Vmax 4631 Ib ❑ Shear at d from face? EI Req'd 1902 *10^6 #-in^2 j'l� x 13 ')z l -/ 0 Beam sizer Design Program VerTech Engineering Project: Duerr Residence Location: B3 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD :1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 76738 RB= 3.0 Total Uniform Load Mmax Vmax EI Req'd le= Fb*= Date: 1/2/2002 4 ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑Round Member 40 psf DF -L #2 Dimensional =- _� v ❑ Horiz. Member 240 360 Fb' 899 psi 4.5 ft Fv' 95 psi 4 f 1.33 ft Height Required 3.4 in 1.00 A Req'd 7 in^2 1.00 S Req'd 7 in^3 1.00 1 Req'd 5 in^4 1.00 Controlling Design Bending 1.00 2.7 900 200 plf 506 ft -Ib 450 Ib ❑ Shear at d from face? 10 *10^6 #-in^2 4 VisualAnalysis 3.11.c Report Project: Duerr Residence File: C:\_PROJE-1\RESIDE-1\DUERR-B4.VAP Engineer: AJ Default Units: Feet, Pounds, Degrees, 'Fahrenheit, Seconds. Member Internal Forces Member Load Case Offset Fx FY Mz ft Ibs lbs Ib -ft M1 DL + LL 0.0000 0.0000 545.25 0.0000 0.8889 0.0000 486.58 458.58 1.7778 0.0000 427.92 865.02 2.6667 0.0000 369.25 1219.32 3.5556 0.0000 -139.42 1271.48 4.4444 0.0000 -198.08 1121.48 5.3333 0.0000 -256.75 91,9.32 6.2222 0.0000 -315.42 665.02 7.1111 0.0000 -374.08 358.58 8.0000 0.0000 -432.75 0.0000 { a N Beam Sizer Design Program VerTech .Engineering Project: Duerr Residence Date: 1/2/2002 Location: B5 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 34386 RB= 4.9 Total Uniform Load Mmax Vmax EI Req'd 3a ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf —_ -� ❑ Round Member 40 psf —'— _ [Microlam o JI Horiz. Member 240 360 Fb' 2589 psi 10.5 ft Fv' 285 psi 13 ft 1.33 ft Height Required 9.0 in 1.00 A Req'd 18 in^2 1.00 S Req'd 42 in^3 1.00 1 Req'd 178 in^4 1.00 Controlling Design LL Deflection 1.00 le= 2.7 Fb*= 2600 650 plf , 8958 ft -Ib 3413 Ib ❑ Shear at d from face? 406 *10^6 #-in^2 3a TJ I Pt o 150 33 Beam Sizer Design Program /0Llfl VerTech Engineering Project: -®arrear Residence Date: 12/7/2001 Location: 66 • ❑ valley Beam Slope of roof 0 `.12 Select Beam Width 1.5 in Dead Load 10 psf -- ❑ Round Member Live Load 40 sf P DFL #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 893 psi Length of Beam 14.5 ft FV 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 9.7 in CD 1-.00 CF 1.00 A Req'd 8 in^2 CM 1.00 Cv 1.00 S Req'd 23 in^3 Ct 1.00 Cfu 1.00 1 Req'd 57 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 . Fbe= 6581 le= 2.1 RB= 10.3 Fb*= 900 Total Uniform Load 67 plf Mmax 1748 ft -Ib Vmax 482 Ib - ❑ Shear at d from face? EI Req'd 109 *10^6 #-in^2 TJ I Pt o 150 W, Beam Sizer Design Program 1 1-7/b „--FJ l ht- 0 1 S O C& I Co I` 0, C, VerTech Engineering Project: f Residence Date: 12/7/2001 Location: B7 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf -- ❑ Round Member Live Load 40 psf DFL #2 Dimensional _ ❑� Horiz. Member TULL Defl. Criteria (L/) 240 360' Fb' 895 psi Length of Beam 11 ft FV 95 psi Width tributary to beam' 1.33 ft Unbraced Length 1 ft Height Required 7.3 in CD 1.00 CF 1.00 A Req'd 6 in^2 CM 1.00 Cv 1.00 S Req'd 13 in^3 Ct 1.00 Cfu 1.00 1 Req'd 25 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 Cl- 0.99 Fbe= 8684 le= 2:1 RB= 9.0 Fb*— - . 900 Total Uniform Load 67 plf Mmax 1006 ft -Ib Vmax 366 Ib ❑ Shear at d from face? EI 'Req'd 48 '10^6 #-in^2 1 1-7/b „--FJ l ht- 0 1 S O C& I Co I` 0, C, Beam Sizer Design Program W VerTech Engineering Project:Residence ' ` Date: 12/7/2001 Location: B8 Slope of roof Dead Load 0 :12 Live Load 1.5 in TULL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length DFL #2 Dimensional _� CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 6581 le= RB= 10.3 Fb*= Total Uniform Load Mmax S Req'd Vmax 1.00 EI Req'd 57 in^4 35 � lis" -r-�_\ P1-0 So 8 e o, C ❑ valley Beam 0 :12 Select Beam Width 1.5 in 10 psf --- [I Round Member 40 psf DFL #2 Dimensional _� o ❑ Horiz. Member 240 360 Fb' 893 psi 14.5 ft Fv' 95 psi 1.33 ft 1 ft Height Required 9.7 in 1.00 A Req'd 8 in^2 1.00 S Req'd 23 in^3 1.00 1 Req'd 57 in^4 1.00 Controlling Design Bending 1.00 2.1 900 67 plf 1748 ft -Ib 482 Ib ❑ Shear at d from face? 109 *10^6 #-in^2 � lis" -r-�_\ P1-0 So 8 e o, C I. L -'/cb„ -TJ :1 ? �O 50 (2) I (, I \ O . L- 3� Beam Sizer Design Program VerTech Engineering Project: tg:!C Residence Date: 12/7/2001 Location: B9 ❑Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf -- ❑ Round Member Live LoadFD7F-L#2mensona 40 psf Dimensional _�.�. ❑� Horiz. Member TL/LL Defl. Criteria (L/) 240 360 Fb' 892 psi Length of Beam 16.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 11.0 in CD 1.00 CF 1.00 A Req'd 9 in^2 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 84 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 5780 le= 2.1 RB= 11.0 Fb*= 900 Total Uniform Load 67 plf Mmax 2263 ft -Ib Vmax 549 Ib ❑ Shear at d from face? EI Req'd 161 *10^6 #-in^2 I. L -'/cb„ -TJ :1 ? �O 50 (2) I (, I \ O . L- . Beam_ Sizer Design Program �Z 4 VerTech. Engineering Project: Barr Residence Date: 12/7/2001 Location: B11 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 48103 R6= 3.8 Total Uniform Load Mmax Vmax EI Req'd le= Fb'= A- X b ZD �-_ -14 7- ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf--�—� ❑ Round Member 40 psf [DF -L #2 Dimensional ❑ Horiz. Member 240 360 Fb' 899 psi 6.75 ft Fv' 95 psi 8 f ' 1 ft Height Required 7.2 in 1.00 A Req'd 21 in^2 1.00 S Req'd 30 in^3 1.00 1 Req'd 35 in^4 1.00 Controlling Design Bending 1.00 2.1 900 400 plf 2278 ft -Ib 1350 Ib ❑ Shear at d from face? 66 "10^6 #-in^2 A- X b ZD �-_ -14 7- Beam Sizer Design Program �� VerTech Engineering Project: r Residence Date: 12/7/2001 Location: B12 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf -----� ❑ Round Member Live Load 40 psf DF -L #2 Dimensional __ J ❑ Horiz. Member/LL TL Defl. Criteria (L/) 240 360 Fb' 896 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 5.3 in CD 1.00 CF 1.00 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 7 in^3 Ct 1.00 Cfu 1.00 ' 1 Req'd 10 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 11951 le= 2.1 RB= 7.7 Fb*= 900 Total Uniform Load 67 plf Mmax 532 ft -Ib Vmax 266 Ib ❑ Shear at d from face? EI Req'd 18 *10^6 #-in^2 3(e) 1 3(e) Beam Sizer Design Program VerTech Engineering Project: DVa_i Residence Date: 12/7/2001 Location: B13 - ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf ---- ❑ Round Member Live Load 40 psf DF -L #2 Dimensional _ _._ ❑ Horiz. Member TULL Defl. Criteria (L/) 240 360 Fb' 899 psi Length of Beam 7 ft Fv' 95 psi Width tributary to beam: 7.5 ft Unbraced Length 1 ft Height Required 7.2 in CD 1.00 CF 1.00 A Req'd 21 -in ^2 CM 1.00 Cv 1.00 S Req'd 31 in^3 Ct 1.00 Cfu 1.00 1 Req'd 36 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 47907 le= 2.1 RB= 3.8 Fb"= 900 Total Uniform Load 375 plf Mmax 2297 ft -Ib Vmax 1313 Ib ❑ Shear at d from face? EI Req'd 69 '10^6 #-in^2 �_ )� ."--6 R v � Beam sizer Design Program VerTech Engineering Project: VN=M Residence Date: 12/7/2001 Location: B14 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf ❑Round Member Live Load 40 psf DF -L #2 Dimensional o Horiz. Member TL/LL Defl. Criteria (L/) 240 —_ 360 Fb' 897 psi Length of Beam - 7.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length . 1 ft Height Required 5.0 in CD 1.00 CF 1.00 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.00 1 Req'd 8 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI-. 1.00 Fbe= 12749 le= 2.1 RB= 7.4 Fb*= 900 Total Uniform Load 67 plf Mmax 468 ft -Ib Vmax 249 Ib ❑ Shear at d from face? EI Req'd 15 *10^6 #-in^2 Beam Sizer Design Program VerTech .Engineering Project: ID=tzqr esidence Date: 12/7/2001 Location: B15 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD, 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 7071 le= RB= 10.0 Fb`= Total Uniform Load Mmax Vmax EI Req'd ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 10 psf 40 ensional al _� Dim� ❑ Round Member psf � ❑ Horiz. Member 240 ' 360 Fb' 894 psi 13.5 ft Fv' 95 psi 1.33 ft 1 ft Height Required 9.0 in 1.00 A Req'd 7 in^2 1.00 S Req'd 20 in^3 ` 1.00 1 Req'd 46 in14 1.00 Controlling Design Bending 1.00 , 2.1 900 67 plf 1515 ft -Ib 449 Ib ❑ Shear at d from face? 88 `10^6 #-in^2 42 Beam Sizer Design Program g VerTech Engineering Project: J Residence Date: 12/7/2001 Location: B16 Slope of roof 0 :12 Select Beam Width 5.5 in Dead Load 10sf p Round Member ❑ Live Load 40 psf DF -L (N) #2 El Horiz. Member TL/LL Defl. Criteria (L/) 240 360 _ Fb' Length of Beam 12.5 ft Fv' 875 psi 85 psi Width tributary to beam: 7 ft Unbraced Length 1 ft Height Required 10.1 in CD 1.00 CF 1.00 A Req'd 39 in^2 CM 1.00 Cv 1.00 S Req'd 94 in^3 Ct 1.00 Cfu 1.00 1 Req'd 192 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 84777 le= 2.1 RB= 2.9 Fb*= 875 Total Uniform Load 350 plf Mmax 6836 ft -Ib Vmax 2188 Ib ❑ Shear at d from face? EI Req'd 369 "10^6 *-in^2 g-3 Beam Sizer Design Program VerTech Engineering Project: Duerrr Residence Date: 12/7/2001 Location: B17 ; ❑ valley Beam Slope of roof 12 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 20 psf Microlam ____� ❑ Horiz. Member TULL Defl. Criteria (L/) 240 360Fb' 2523 psi Length of Beam- 9.5 ft Fv' 285 psi Width tributary to beam: 13 ft Unbraced Length 9.5 ft Height Required 7.3 in CD 1.00 CF 1.00 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct, 1.00 Cfu 1.00 1 Req'd 113 in^4 Cf _ 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CI_ 0.97 Fbe= 6676 le= 17.5' RB= 11.2 Fb*= 2600 Total Uniform Load 554 plf Mmax 6252 ft -Iii Vmax 2632 Ib ❑ Shear at d from face? EI Req'd 214 *10^6 #-in^2 I Beam Sizer Design Program • VerTech Engineering Project: Duerrr Residence Date: 12/7/2001 Location: 618 Slope of roof t Dead Load Live Load TULL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 31074 le= RB= 4.7 Fb*= Total Uniform Load Mmax Vmax EI Req'd ❑ valley Beam 12 :12 Select Beam Width 3.5 in 16 psf j ❑Round Member 20 psf FDF -L #2 Dimensional — � JI ❑� Horiz. Member 240 360 Fb' 899 psi 8 ft Fv' 95 psi 4 f 2 ft Height Required 5.6 in 1.00 A Req'd 11 in^2 1.00 S Req'd 18 in -,3 1.00 1 Req'd 25 in^4 1.00 Controlling Design Bending 1.00 4.1 900 171 plf 1364 ft -Ib 682 Ib ❑ Shear at d from face? 39 *10^6 #-in^2 PROJECT Du�X VERTECH ENGINEERING PAGE 4 S ENGINEER AS DATE V2 In DESIGN OF G v- av 1- y ( Cok.ov r\ ,N S LLt +x4 >_ F2.5 z' �,, sq x (z' ci 2Vg►I e w 1 '3 = 2 13SOI6 --W 2�i6 Lac c -S — 1b 2(o2(o16 c c� - 2 v 6� c� = 2. 2 i �� ►b =--� 4-3�- � I b 4x4 X2.5 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31, 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 .943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 .761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 - 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 4 o L f up Project: t l -e y - y - Engineer: Ate' )esign of: Foundations VerTech Engineering Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18".O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 , (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12. (4) #4 . 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 F-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: ► /cam 1 y Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. A AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -liar -2002 2002-0011530 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 1, as shown -.on that -certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on March 31, 1993,, in Book 129 of Maps, at pages 38, 39, and 40 , Date State of California County of PROPERTY OWNERS: ILI ✓ �A�JCT �. �U�G;R before me, personally appeared YN q �"L�l lel V l �'L �- �,�, p ��- �� personally known to me (or proved to me on the basis of sAtisfactory evidence) to be the person(s) whose name(s). is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) o the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrume t. WITNESS y h d and o ciat s al " YY� _ WM R. CUSTER SignatureV Seal: Comm. a 1246842 Srrnn ;"� •e NOTARY PUBLIC -CALIFORNIA UI . \ ®, Butte County my Comm. cxpues�Dec. 224. Z0�03� A.P. # NOES--- RESIDENTIAL .-- 040-150-114 02-0205 V1� PERMITDUERR, MARK &•JANET bbn- CONT:i"7FORMOSA WAY, DURHAM STEVE FERREIRA NSF 413R W/GARAGE t . 'f: 4 • j�f 6, � , 6,50 1jaw R- /< 'o y,> 6 -S% - SPECIAL CONDITIONS CHECKED BY A Y FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY f USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Addresslf 7r I GAS i' Meter By Dat ELECTRIC / i Meter By Date JOB FINALI fi Signatu .i = OK - 0 = Not OK 2. - =Not Applicable MOBILE HOMES = Not Ready ' Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 k_/ MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors + 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 01 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date U derfloor (Plans) OK except #'s oni Setbacks -Easements -Flood- lope Date g., in; Soils-Elec. Grnd.• Ftg. Depth ECTRICAL (Permit) OK except #'s L-416, Garage; Soils-Steel-Elec. Grnd.-/ °,Z/" Ftg. Depth 2 2 2 2f. 2Appliance g., Porches & Decks; Soils•Steel-/ j' Ftg. Depth walls, Main; Steel- Blockouts-Wrapped Service -Riser Conductors & Ground Main Disconnect em Garage; Steel-Blockouts-Wrapped 32. Id Downs and Special Anchors 7 Slab, Steel -Wrapped lothes Closet Light -Shower Light -Spa Light ers-Fireplace Fig. -Steel 9. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Ix UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1 . Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL )NG (Permit) OK except #'s A.C. Ducts Insulation & Support Yent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade er r.; Vent -Access -Combustion Air Battle 3 Pipe; Test & Anchor -Nail Protection _lCeW.V.; Test Fittings & Anchor -Nail Protection ,Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECTRICAL (Permit) OK except #'s 2 2 2 2f. 2Appliance . ' ture & Transformer Clearance -Ins. Protection I c. Receptacles Spacing -Lights & Switches at Doors S' a Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water Circuits in Kitchen & Conductor Size GFI feed Wire Size /./ / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI Range Circle / j / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Service -Riser Conductors & Ground Main Disconnect 32. E uip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date j ( Card B-1 Date Card B-1 Date C rd B-1 Date Card B-1 DateECHANICAL (Permit) OK except #'s 3 3 . A.C. Ducts Insulation & Support Yent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 3 Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic 11 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date / FRAMING (Permit) OK except #'s is Proper Materials & Anchors 4 Palls Studs -Nailing Spacing & Braces -Plates -Sound { 4 Bearing Walls over Girders & Floor Nailing v Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing jingle & Duplex Date / FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. Cling- Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 49' eplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52. P pe y Line Firewall & Openings E oors-One 3' -Check Garage 3rd Story, 2 Exits 5 airs; Width -Headroom -Rise -Run -landing -Fire Protection 55. ywood on Roof Overhang -Attic Vents -Ratter Outriggers Siding -Nailing Veneer 57. S cco sh-Drip Screed -Fd. Vents-Underfir. Access ing Area -Glass Protection -Skylights -Plastic . Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 9 1/ Card B-1Date Card B-1 Date 03— Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s QX t. Steps -Door & Sidelight Protection -Landings 6 . Spoke Detector 6 Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection gdroom Exiting W-G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim &-Subpanel, Breaker Sizes & Labels 69. Xairs & Rails -Ei eplace or Stove, Clearance -Hearth 7AAlec. Outlets at Wood Panel, Int. & Ext. 72,"Rit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7.2-.-'Elec. Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing -Landing -Closure 7,5- A.C. Duct in Garage -Damper 7 Wtr. Ht,.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7VPlb., Elec. & Mech. Equip. Listed for Location ;e! Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7g.#<nsulation-Foam-Looked in Attic 89iCuard Rails & Deck Construction -Post Caps 81y,fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 8 Following Instld./Drive O)eS J No/Walks _ Yes J No/Planters ] Yes ;Ko 83. Itucco Brown -Finish 84—A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings B6 Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 Ventilation Throughout House v� 89/Glass Protection 9A/Corrections from Previous Inspections 911116s Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD ADDroval L9,V EWgy Compliance Certificate -Other Certificates, %'LG U" Posted Date 3a•i 0/py Card B-1 Date Card B-1 Date 1� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: - �i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE b VfAtk aL Z o S OWNER PERMIT NO. A routine inspection Indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. _:�x�r��cPt Cil � l�t�•t'r� ger �',�✓sSLs - Zn C 11s;' "L rte.` Date !fir ' Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) - APPLICATION AND PERMIT 02-0205 ASSESSOR PARCEL NUMBER 040-150-114 ZONING A10 BUILDING PERMIT OWNER MARK AND JANET DITERR TELEPHONE - SQ. FT. OCC. BUILDING VALUATION 4199 R3 226J46.00 OWNER'S MAILING ADDRESS 95 14ANOVFR IN C14TCO 95973 955 U 17P190.00 CONTRACTOR'S NAME STEVE FRRRRTRA TELEPHONE 149-319c; 860 0 11,180.00 50 sun.roc,m 3.750.00 CONTRACTORS MAILING ADDRESS 1IR99 BUTTE CREEK ISL RD, CHICO 430 open 3&0.00 -AND CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 263.3 6.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $1213.50 ARCHITECT OR ENGINEFA'S MAKING ADDRESS 9503 B ZANET-1--A WAY, CHIC 9_592_8 Plan Checking Fee $ 788.7$ -0 BUILDING ADDRE f Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $2.045.28 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00126.00 Solar or heat um water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New 10 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4 BE W/GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 1 5.Oo 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 206.00 ELECTRICAL PERMIT Fee 20.00 -LEFiling Main Service zo.A OR LESS 23.00 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. 33 / License Class (b Lic. NO. �-f OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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. I 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' compensationi sur nce carrier and policy number are: Carrier It (M_ -)^ 0 t f) Policy Number LVa4 l.Y -2- (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the ovisions of section 3700 of the Labor Code, I shallprovisions. ctmfDate �" Z� Q Z Signature of Applic nt - ❑ Owner -Contractor ❑ Agent An OSHA permit is re ired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOooA 46.00 NEW CONST. DWELLING OOOUP. SO r OR ADDNS. ( a ACC. BLDS. 3.5¢,. New NON RES DCONST MULTI -OUTLET 7.50 POWER APPARATUS 8 SINGLE our. CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00D AP Ex. Occup. OFUTE, REESS,p.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE :228.64 MECHANICAL PERMIT Filing Fee 20.00 Heating 30.00 Cooling Hood 6.50 6.50 Ventilation 4.50 31.50 direct vent 15.00 PERMIT FEE S 138.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3�U CONST. TYPE TOTAL FEE $ 2663.92 HAZ D. ES IM COF PARC PD H ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. y to 12�Y407_ PERMIT EXPIRES ON Dete Receipt No. 337243/$825.80 I WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -IN PECT R GOLDENROD -APPLICANT VerticalTechnology er Engineering M NO Li&A* #20Q Chrq Gq 9S% AAA ec h PK (5M) 899.8716 RK 899-11M March 20, 2002 RE: Duerr Residence, Chico, CA To Whom it May Concern: have reviewed the truss calculations by Design Assistance dated )AZ/And have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. r S ��p�ED. SSep,� g No. C 60367 \9k Exp• 6/30/04 OF CALAi NATIONAL FLOOD INSURANCE PROGRA V.,Yj.Qi INU, ,?V0rrtjUtf EXPirtt JUlY 31, 20.02, ELEVATION CERTIFICATE 1M.o0ant, Read the instructions on pages I - 7. SECTION A - PROPERTY OWNER INFOFIMATIONlfn! if rGxrtr 4:n�M-;;,I =- 73, TT'l --Mark Duerr ;p -BUUNGVRECT.A0 (lftaUd�th Apt, Vhk-'SU*,-An(V6r:bld§. No.) OR P.O: ROUTE ANOBOX NO. Formosa Way Durham SATE eiitiab Ad.dd6n,;!G;Z--?yj '6i� Met C.Oment§ RZ4 rmcessoiy.), Residential or entiaj'7NOn`qW or JTTE COUNTY UNINC LI-NADSif, Ar,nnll BUTTE CA F FL D BT-�, S B4. MAP B5;'.SU -RX,' IRWIN Xfit.; TION{5 *TE,IV ' EF 61REVIS M 06007 0520_ C APRIL ,20,2000 JUNE 8, 1998 AE 162.9 . .... .. .... to the SOUMe qftheta I *,.,depth entered 00:E*�fjp q q,,(BF );Oata or pasii� I_: iin_t39. L �l F 18: pe r0 le 171M -L t Qthor (D. #14e)811. Indicate the etevat�on d8tttrn used ktr;ttie - E-jnt I -NJ -I NAV0 ", , 19 . {3t*r 0 9 located in Coatstal BarFter, kesPUMOS 5YS.NM or-OthPrwi 0�ProtectedV010PAP -k- Elevotion>ceftifi.c-*-atel-.'wilt ..b*e.:required whshconstruction of the building is complete. C2 Bui{ditig.Giagrarn o 8 f i ing. jagraM'mo ob§es:6 and 7. :If rfck:dlagmm:-accurately re prbVidi�asketc.h or pliblogrephij, represents " building, e: :M'EWa0ons-- ZOAO..Al NO. I . AE:. AH, A (M(h:BF.E),VE, Vi -V30, 'V (with SFE), AR, ARIA, ARAE; APJAI-A3:0,'AP4 AAR/Ao A I ..3 ' .below -41 e:datum:is different from, Complete Items4 *4 �U, - m specified'in lt0m CZ.Sl�te the th tlaadatum us@afoF-*theOFE.ih-SOc00n 5-,i'o'6 nveirsion to that 4#0 thr the 8FE, S bow field rmeas eft, Aat4rmco (n cumtn.. 0.atufrf_ 'ElevatlomroeWc6markiused _RM 59 Does e elev2tiori reference'ryjark u a, ae.on:th6,' No } Top of bpttorn -orp0c[ud1n basement 165.. 5 ft 71 ' p of next. higher floor 176. 5' m6r"V4F (Vt ho ; only) 0 4)'Aftached garage (top ofsla.b.) .162- 4 Wor eqt�ip "Mont e) Lowest elevatimor macfiiheiyah Q io ac MAW I/ I ITSc4beAri:4 Comments area.) See comments J 0 Hio.hest 161. 9 V). r No: & perrTiement. opinings '-(4md - vents' M. )within 1 k above adjacent grade.ee comments S' c 4s .8 .0 47ot�il-,4rea of-allpermanenfoOd6f s -n.9 . (#Godven'ts.) in C30Le ____,_comm ".. In. OF C This Gprt&eattqnls io:W sign6d an4.%e21 Od b'�i..la4oSurve'yg'e.engine.-Or, Ortrc�ljitectauftftedb fify Ion i6f 16m ..Y Y WO to cer oleVaf ,feer*'that ths-infiormagan in SecftbosA, 8,- and -C On this certificate represents my bes(Aftfls to lr1tefP?Ll1fh0,la(a av8jj8bre. 1.,un0o.rstand that anylelse:-90(ament. ybep.pnishablebV'Fine.oriii7pr*nmo.ntuno.er18u.,$..CodO;.S - 66 - tion 101. CmT.IFIhK,S NAIJ�MBERT O. LOWE LI RCF59077 . `T ITLE CIVIL ENGINEER COMPANY NMEORTHSTAR ENGf_NE_E_R_l_N_G _-ZORM My 20 DEC TION DRIVF, C§7ATE E St NA Rc CH A 99wu -11ELEPRO-NE - 3-0-ff (530 . )893-1600 7- �4tinc cno r -RM, �ti, 114 nn IMPORTANT, In these spaces, copy the c9rresponding into -T X0 �rl i; mation firom 30ctlo.n & Durham SECTION 0 - SURVEYOR, ENGINIEIER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy Udth sides of thit.F-Ievtiti6n.C:.erfifir-aie-fbr (4:) Community Offidi 1. (2)j urance tfganftornpa�y, and nd (3), bOildiiig owner. -f,viart--L tiarage area =!o,) -i trz C3h and C-3-i-)i7ous'77ent7at or below P u- 51 vents at 6,006 inA 2) Garage: Vents at or Below 1.1' - 17 vents at 1,069 MA 2' - C3e) The lowest machinery servicing the building is the A.C. unit. Bottom of unit elev. = 163.1 Both A . units sit on top of a 0.67' (above concrete pad) high galvanized fabricated box. NOT REQUIRED] FOR -LONE A0. ANd. 20 NE:A (WITH .FQr kone AO and Zone A(without UE) gotnplete Items E1. through - Ed- It the Elov.t ins ianformafion fora L-0MA,-orWMR-F,,SecWn.0 must -be. mp ed. EI.Suilding Diagram -Number, -th.,.tbis:t.eAf1cat.M is bei oornotttieo- .MPqqas:6and 7-. (friodia r9rna".r**Iyrepreser4s1hebui . to . i . ryg. - provide ;a:0fg0 or- photo,. ap gr E2, The top of the boftOm'flOor-Cjn0qdinq basement or encigsunO oftheWilding-is I I l,-- I (check one) the hiohe�gtAdjaceot.grade. (Usp-natural:grpoe,.ff.avail�able.) E3. For giollidmg biparams With OP*njh9$ (iee page '!),- the -,niWhigher floor or elevated floor b. I' ding is above he docent rade. Complete ItemsC3,h: n):a. t hig�ietta; 1. yand WJonfront off6rm, -E4. Fo-rZv'ne.A0 only. If no flood depth nurnberisava!Wbleeieth the e4op of the bottom floor.ejevatetlh accordance With The community 11o0d0la'm e Unknowri. Th l6cil eicial M-ustcertifv lhis:Infhrrn;dinn inIR"r.4inn I:- The PrOP" Owner Or owner's -1411hofte'd A,:S, C {items C-Ah-and C%33 OnIk).'-and *E for.ZQne-A or Mq best ofknon 0... PROP eRTY OWNER'S OR.-' WNERS-AUTHOR= REPRESENTAW M -NAME ADDRESS 4 GATE TICGE-- .00MENTS SECTIP!,g.-COMMUNITY iN.FOR!44TION(OPTIONAL ) The local official who is auihiorized by law or-ordinancelp admi*nWerth.e:ciDmrrtuniVa,hOOdPI il)-maq89 Orneftt ord'nancetan cornplee Se a-lons,A, 6, C (or*E),.pnd.G--of "this -ElevatrOn�.CertiftOle sign below. b I w. G:i. the information in Section '�O:was -taken. frPM pt . herdqc4m atiortthothpo t:iej!e0 signed. drl n..:(indicate. the source.tjnd-(jSte of Ute. ofet ibniiata in't Comments.area below...) commiunivqf6awil wrnpIrtc1d.�cafivn,E-fqr *building located in Zone A (.w6vuva FEmAqa:,Su00.-q;-00M-Muni-arq .ty-�OaijC4 de co munity-hoodpiain manage The f !,.nfp tiOn (Ite .4. N. ms0%JS provided fbr m ment.purposes. rt M8Wri PEPJMM ..IT JSSV IS$UED t37. This pern7i#'tics t 7 d for _-I WW.Co V 1_1 Substantial Improvement Go, vaton of b" -10WO 'm - oilt sffloor (including best Qof flie'building is. —ft4m)Datum: .8 or:,(in Zon -.dep:o Of floOjoin �6 (i . ..e.AO). . flooding at the bUildIng. s: —A-0) Datum, AL.G.F TITLE COMMUNITY NAME TELEPHONE SIGNATURE Chock here itattachments f. F.- � A A r-- 1% e 14 of 11 An ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: e-koc V ASSESSOR PARCEL NUMBER O W / 6O_ /l Proposed Building Use: Counter Technician: Date: " Items r quired in order to apply for a permit. All boxes MUST be checked Olk marked NA in order to apply. lot plans, 3 or 4 sets, signed by the preparer of the plans. mplete plans, 3 or 4 sets, signed by the preparer of the plans. gmeered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. ngmeered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. . Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Y i Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will beV� index d and returned to the plan review line-up when required items are received. . lood Elevation Certificate, wet -stamped and signed, in duplicate. `� v ❑ 9. Plot plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Other Vmaing s needed to issue the permit. (May require additional plan review upon receipt of the following items.) hown on the attached Schedule of Fees Due Sheet. ` 01! et of Intent for Non -heated and A/C Buildings.n and plot plan approval from the Environmental Health Department inhico Plumbing permit. ❑ 18. California Department of Forestry plan approval ❑ paid. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required. ❑ 23. Contractor's license information. (Number, Name Style, Classification). ❑ 24. Worker's Compensation Carrier and Policy Number. ❑ 25. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). #2'8a1MVanufactured etter of Signature authorization.ecorded copy of Agricultural Acknowledgment Statement. home utility clearance. ❑ 29. Existing violations and/or expired permits. ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Teleo — �{ and hold for pickup. I have beAn nfo a above i d -req trements for obtaining a building permit. r r Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS �Q (7� Refunds can only be made upon written request by the person who paid the fee. The request must be PmitV within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Original -Applicant w.� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Plot Pian Ai Floor Map A a✓ ay - /sem -m( Owner Locat' n AP# Plan Approved for: Sewage Disposal E/ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clear nce O.K. for: NOTE: /j 4161 � �'�(Y fyamwt / Environmental Health Specialist Date 8/96 TO: Building Department O� FROM: Environmental Health SUBJECT: Sanitation Clearance - O0 E.H. USE ONLY Pat Plan Attechad FiGaB Mn 5Anach®.! aLsr��? o�lo A� Owner Loc tion rAP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well �-- Clearance for dwelling. Other Hold final for: Fina c earance O.K. for: NOTE: 414q,6 ko mental Health SpecialistFA 8/96 MWCA 1 � COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. t " ✓?' 11 A.P. # PROPOSED BUILDING USE DATE 1 RECEIPT # DATE REC. I. BUILDING PERMIT FEES 2 --Balance Due .......:................................................ $ J �� --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ U 2. SCHOOL DISTRICT FEES (paid at District Office). 3. SHERIFF. FEES (paid at Building Divisi 'n) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential .......................:....' x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt." I DI cS 5. RECREATION TRI FEE �T S C S a Y ! " 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalionit ) V $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changeq during the plan checking process. APPLICANT DATE `_ 2— L 1 0 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) �'"1�:.. r � Nom' � 'S�ai-"`t "ter, -'7''` �...,,; ail•,---:'-�'-^^...c• i' r ,• � .. .._ y -..r-. , ' ) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION * / 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 4 SCHEDULE OF FEES DUE PROPOSED BUILDING USE L. BUILDING PERMIT FEES\ 1 Balance Due ........................................................ $ Additional Fees Due ............................................ $ --Additional Fees Due ......................................... $ --RevisedsPlan Checking Fee..t.............................. $ n N J^ 2. SCHOOL DISTRICT FEES (paid at District Office) mfr rfl 3`' R. HERIFF FEES`(paid at Building Division) V .................................... x $360.00 = $ Units ' ./' Commercial (sq. ft.) ..................... x $0.03 = $ Sq. ft. 1 x'14. URBAN AREA FEES , f Residential ............................ x = $ 1 # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 40!� S- ''' 7• r 6. THERMALITO DRAINAGE DISTRICT FEES J$5j'16.00 (paid at Building Division) 7. `SRA FIRE NSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building•Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) f � At time of'errr may be change APPLICAkT A.P. # 0q49- IJO- I& DATE RECEIPT # DATE REC. �C r O 1, 1appJie ta,ion, I wya dvised the above fees are required to be paid prior to issuance of the building permit. These fees during the plan checking process. DATE 1`2"I�VZ"' Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). - Original - Building Div. 2nd Copy- Applicant 3rd Copy - Owner. t (Rev. 6/00) r _ Apr 04 02 08:48a P•1 RECEIVED APR 9 2 ?00? DATE: BUTTE Cou-N Y BUILIJ114U DIVISION PERMIT a: O -L '2,067 ASSESSOR PARCEL a: D i L/ OWNER'S NAME: FEES (Amount and Purpose): REVISED PLAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ C� O CUA FEE: $ TUA FEE: $ CSA -87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE. $ IF BALANCE OF FEES OR ADDITIONAL`' VALUATION:` -� VALUATION: $. l/l�> -7;;� l ADDITIONAL VAL: $��,� One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: 3 yx �Swzjw BUTTE COUNTY PARE FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): 00 ISO • Property Owner (s): Project Location/Address: Subdivison Name: Type of Residential Development (check one): ��New Development Comments: U Assessable Square Footage: 9 Alteration/Addition Mobile Home (s) ❑ Non -Residential to Residential Building Division Represeiitkve 3.0 z Date Durham Recreation and Park District (DRPD) certifies that 10 cy e \-4r, (Z Applicant -Name Applicant Phone Number Q• Street Address City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No 93 =`114 by payment_for t square feet at $ 1.04 per square foot for a total payment of $ RPD Repre a ive_ Date [ Y PAID BY CHECK No.: Remarks: F BANK No.: q O --'-ZO2.. ' PAID BY CASH:4, RECEIPT No.: I i5C)3 - _ DISTRIBUTION: WHITE APPLICANT PINK - D�PD YELLOW - BUTTE CO. BUILDING DIVISION A.P. Number Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) (� Building Department No. -1 Jurisdiction: City County . �1 /iCtN lC _ A ,�zhl --#'. 711 t a N n Lot No. a .................................................�............................................ Residential Development Sq. Footage No of Living Mobile Home Addition/ Supplemental to L (Group R) Units Installation Conversion Permit # '(No foundation. inspection); .................................................................................................................... Commercial/Industrial New Addition Building Department Representative I Sq. Footage y (Including Exterior Roofed Areas) Date a Irioor rians reviewed by School District Personnel) District Identification No. LO I7 D F� � T \/I F1 C-0 School District certifies that M ALiZe- y- Sid /WJE 7' Y(�`2 r ►/ (Applicant) FQ�2.ty► o5A WA V (Street Address) (Phone Number,) (city) has complied with the requirements of Resolution Na. representing square feet. School District Representative Paid by Check N Remarks: t Ma (State) 9s (Zip Code) D by payment of $ s 11AB 2926 $ LFU—LL.M!TIGATI0tJ 0 Notice: You may protest the imposition of the fees identified above by submitting aI written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibii—` you from challenging the imposition of the fees in any court action. �lf, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ' notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),. this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow, (building department), Pink (school district) feeform.xls 110/981dmm �'�, •',,, _ ', �' ' Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Apr -22-02 2:47PM; Page 2/4 r k- 1 BUTTE COUNTY PAR)(;- ACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND -PA''RK DISTRICT AssesOr Parcel Number (s): -0- Property Owner (s): N Project Location/Ad dress: wl',d A J Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): O�New Development U Afterailon/Addiflon Mobilo Home (3) Non-Ftealdw"d*ial io Residential Comments: yw Building Division Represe4tive Hary Durham Recreation and Park District (DRPD) certifies that ig Applicant.'Name Street city Applicant Phone Number Zip sq.ze has complied with the requirements of the Butte County Board of Supervisors Resolution Nd 93 -114 by payment for 09 square NOt at $ 1.04 per square foot for a total a. men Of $ 4 �f2-ate ARIA ROpre *etv&e Date PAID BY CHECK No.: Remarks: BANK No.:. 6f0 -42_0Z_ PAID BY CASH: RECEIPT No.: DISTRIBUTION: WHITE:- APPLICANT PINK - DRPO YELLOW - BUTTE Co. BUILDING DIVISION"' ... ............. ....... ..... . ... ... Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Apr -22-02 2:47PM; Page 3/4 v 4i BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Sehopl District 11L� Building tDepartment No. A.P. N� umber ' ��1 Jurisdiction: City ' y 'county Property Owner 111 ay IL-- JV•k„ T---) u IA, / Property LocaboiVAddress Subdivision V Lot No. ............ ............. ...................................................... ..........:.................... 4 `(-'�( Residential Development O Sq. Footage 1 / No of Living Mobile Home Addaiord •gypptLf*=ntsjs (Group R) Units InsdalMlon Conversion Permit N_ I.No foundation.ctlony ................................................... Commercial/industrial New Aoemnn aultdlnp Department Representative School District Sq. Footage (Including Exterior Rooted Areas) Date: District Identification No. r V N i FI E0 school District certifies that 'A A.Je r ✓ IApplicent) IStreet Addreis) (Phone Number) ICityl ISt41tel (Zip Code) has complied with the requirements of Resolution Nby payment of representing 9 square feet. AS 2925 _ LL 1NITIOATION i School District Representative Date Paid by Check X Remarks: Natka: You may protest the Imposition of *,toss Identified above by submitting a written protest to the District, In compliance with Qovern"*m Cods 9ealon 080201411, within 90'dn" from the date fees era paid. Failure to submit a timely wrtnen protest win prohibit .you from challenging die Imposition of th 1e4141 M 41ny ooun,ection. elf: sulneWent to the Satool District Representative sig" iiia Burse COMM Schools Impact Fes Certification Foran, the school oistrict is noCiied by the applicable Local Planning Agency that title protect is being reviewed under the Ce)Momlo Envlronmontal Quality Act (CEQAi, this project may bs subject to edditio. school fees to fully mitigate Its Impact tM 1111141'seioo! district's schools. White (applicant). Yellow,lbuildvng department), Pink (school district) r reetnimAs I19198idmr!m` l eu 'F . eu A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31., 2002 Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME Palicy,Hurrer.;;_A-;:, Mark Dueer _....:.....:... :... . BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ;Compa:riyNIG..Num>;:iaf;; I' 55 Hanover Lane CITY S TATE ZIP CODE Chico A 95973 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-150-114 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL)HORIZONTAL DATUM: SOURCE: L1 GPS (Type): ( #fd°-##' ##.##" or i"f.#;°) LI NAD 1927 L_I NAD 1983- Ll USGS Quad Map LI Other: -SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME 83. STATE BUTTE COUNTY UNINC 060017 BUTTE CA B4, MAP AND PANEL 85. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 68. FLOOD 69. BASE FLOOD ELEVATIONS) NUMBER ; m DATE EFFECTIVE/REVISED DATE ZONE(S) (Lone AO, use depth of flooding) 1 0600700520 C JUNE 8, 1998 JUNE 8, 1998 AE 162.9 B10. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in 89. Lj FIS Profile LI FIRM L.i Community Determined Li Other (Describe): 811. Indicate the elevation datum used for the 8FE in 89: L) NGVD 1929 L) NAVD 1988 L) Other (Describe): B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L( Yes LX I No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I X(Constnrction Drawings' LjBuilding Linder Construction' I_lFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations — Zones Al -A30, AE, AH, A (with B.FE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the 8FE in Section B. convert the datum to that used for the BFE. Show field measurements and datum conversion .calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM?. L) Yes L) No ❑ a) Top of bottom floor (including basement or enclosure) 163 9 . ft.(m) ; m O b) Top of next higher floor ___ _ ft.(m) o"Y ❑ c) Bottom of lowest horizontal structural member (V.zones only) 1 1 5 ft.(m)®e� • ON ❑ d) Attached garage (top of stab) ft•(m) £ u, o O e) Lowest elevation of machinery and/or equipment the building 163. 9 It m servicing O f) Lowest 158. 8 (m) ? c ® . i adjacent grade (LAG) ft.(m) z .�, vt a - O g} Highest adjacent grade (HAG) 159 0 ft.{rri} N EXPI Oe cw3 O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 59 O i) Total area of all permanent openings (flood vents) in C3h See CommentSsq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by lave to certify elevation information. certify that the information in Sections A, 8, and C on this certir7cata represents my best efforts to interpret the data available. 'understand that anyfalse statement may be punishable by frnn nrlmpris mni trni r 1E U.S. CC, -;a, Sec ui. CERTIFIER'S NAME LAMBERT O. LOWE LICENSE NUMBER RCE 59077 TITLE COMPANY NAME NORTHSTAR ENGINEERING CIVIL ENGINEER ADDRESS CITY STATE ZIP CODE 20 DECLjIRALLTION DRIVE„ CHICO CA 95973 SIGNATURE /T/, DATE TELEPHONE P -PMS Fnrm R1_R1 AI I(- oQ1 CPF c inf7 Pr)R (-.INTIM ICTION RFPI Ar FC At I Ppr-vini IC PIIITIr)NC IMPORTANT: In these spaces, copy the corresponding information from Section A.Forjisur'aRce;egmpaiiy:E�se: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE.AND BOX NO. PotEcyNumber . CITY STATE 23P CODE :<GomQanyNAtC•'.Ntimber`<F f;i: i>� �::,•ykf`N::;£?:.i:'•2%. ki,.afti:..yi.?E;i(..;i Chico - -- CA ' 95973 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official; (2) insurance agent%company, and (3) building owner. COMMENTS -TBNI: Rebarat southern corner of building pad Elev. = 161:51 - top of existing building pad = 161.5. = c3i House: 47 vents 14"x 6" total of 3,948 in^2 c3i Attached garage: 12*vents- 14"x 6" total 1,008 in^2 Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. if Jhe Elevation Certirrcate is intended for use as supporting information for a LOMA or LOMB -F Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for wfiich this certificate is being completed - -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or. photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is __I ft.(m) LI_lin.(cm) LI above or LI below (check one) the.highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_I_I'fL(m) I_)_(in.(cm) above the highest adjacent grade. E4. For Zone AO:only: If no .flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? j_j Yes L( No j_j Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER -(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. and E- for Zone A (without a FEMAassued or community -issued BFE) or Zone AO*must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G7 COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete: Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1, I_I The information in Section C was taken from other documentation that has'been signed and embossed by a licensed surveyor; engineer, or architect -who is authorized by state or local law to certify elevation information- (Indicate the source and date of the . elevation data in the Comments area below.) G2. I—I A community official completed Section E for a building located in Zone A (without a FEMA -issued or communityissued 8FE) or Zone AO. G3. I—I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED ( G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED { G7_ This permit has been issued for. 1_I New Construction I_I Substantial Improvement G8.• Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME ' TELEPHONE SIGNATURE COMMENTS DA Check here if'attachments ATrAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 03 April 2001 Denny Construction 3130 Shady Grove Court. Chico, CA 95973 Re: Duerr Residence (AP #040-150-114), Durham, CA Gentlemen: We have completed compaction testing on the building pad for the new Duerr Residence located on the southwest corner of Koyo Lane and Formosa in Durham, Ca. Prior to any fill placement ,the pad was excavated approximately two feet down to firm native undisturbed ground. All root systems created by the removed almond trees were cleaned and hauled from the site - prior to replacement of engineered fill. The building pad was constructed out of on site native material with approximately four feet --of fill. The pad was monitored and tested at approximately one foot intervals up to. finished pad grade. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. - Based on -the test data compiled on this project :and witnessing 'the earthwork - . operations,'we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions -Code that the pad -'was properly moisture conditioned and compacted in' accordance with chapters 18 and 33 of the 1997 Uniform Building Code. . Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from informationprovided by the contractor And/.or the client. Applied Testing Consultants is not the foundation design engineer for thisproject. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding Very truly yours, Brad Forsythe . Vice President Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others' is not considered a valid response.- please indica your response to each item and the location where the information can be found on the plans/calcs. ATTACH THTS FARM Tn A rnPv nC vni to of AN oeUTCW I CT-reo sun OCT1 tote UITru OCUTCCr% au., n....w.... OWNERS NAME . _ - RESPONSE -FOR DATE: RESPONSE BY: COMMENTS: rti44A ASSESSORS PARCEL NUMBER ,L© ... J V .... , l i� PERMIT NUMBER d, 0 2 - - RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: COMMENTS: rti44A LOCATION ON PLANS/CALCS: COMMENTS: 6'. O n t �1,� $ t LQQ S (,tet l ( 16, ENTS: am_-%., W t Lk "k e,;,_S le 14d C,2$ d Y Lct h 4 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: rti44A L h q-tuo-, /cq.� i i V Q -c- C1_ G4y7 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 0 evve, Q oA r S ,� G4y7 P ECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: � �4 S v vl r v � �-,•I S ,� i�- ENTS: am_-%., W t Lk "k e,;,_S le PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: l° /� D Alt es/ 1 , ti. >,xx%w � � u rw• � •4'e✓• s (It V d -e C-eaT b,- i -s eV t. b — b 0-0 pv T u-- �®v-e-(tl A-1 'L RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK I EM # RESPONSE BY: LOCATION ON PLANS/CALCS: 42- 56, LOCATION ON PLANS/CALCS: COMMENTS: -u �ti v`z = j (p Z -9 0 l Z C p� rc� R� rcc 1-a�i t el o Lo.r BAS --c- =%leo of w- e� t10 � 5"-" O r%1 v,,t-T- '` ) etT-e r w— 1.S �-o . PLAN CHECK ITEM # RESPONSE BY: S� LOCATION ON PLANS/CALCS: 42- 56, COMMENTS: t�o►� V rM ti " Z- ^� �`u"a R uD u -T rn 4-1 a l • sT f — v. Y �� '%+� 'tom �Lt�'^� —VLate �Q PLAN C ITEM # (�n ot V�c$ - RESPONSE BY: I LOCATION ON PLANS/CALCS: COMMENTS: W 4S t?Ofvd 1 7r Z r4 1 r -i U 2 vL. 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PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: i M SI March 13, 2002 Mark and Janet Duerr 55 Hanover Lane Chico, Ca, 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-150-114 Building Permit Number: 02-0205 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or. make revisions )to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. All rooms on the second floor are living space are living space and as such must meet requirements of the Uniform Building Code, Chapter 3, and Section 310. Room currently labeled as an "attic" is living space just as two bedrooms and gameroom are living space. This area must have total minimum window area of 10 percent of the floor area of the room and the size of all windows must be on the floor plan. This room must be included in your energy calculations. As with items l.above the area above the garage also has direct access and it's on the same floor level with the second floor of the home and this are would also be considered living space with the same requirements of Chapter 3, Section 310 of the UBC unless the following changes were made: 1. Remove door to this room located in the game room and instead provide access to HVAC system through the ceiling of the garage. 2. No floor could be installed in these trusses. With these two changes, this area will not be viewed as living space. Additionally, the truss package shows headroom height of seven feet while designer shows a height of seven feet, 6 inches -the minimum headroom height for living space. i3' If a decision is made to keep the access shown, this are will require a complete floor plan, including area for HVAC, and must meet all requirements of Section 310 of the UBC. ODown4. stairs to the area labeled "sunroom". This area as shown on the plans is also living space and must be provided with heat. A sunroom is a room with a minimum of 65 percent glass area along wall measured from floor to a height of six feet, eight inches -this 1 of 3 0 1 0 requirement must be met for the long wall and at least one other wall and it must be separated from house by a tight -fitting, weather stripped door. As shown on the plans, this room is not a sunroom and would be required to be heated. Provide manufacture specifications for the Extrordinair-is this a masonry fireplace, a wood burning stove, an insert or a gas stove? �8 Water heater is required to be elevated above the flood level. Underfloor ducts are required to be installed above the flood level -AC units must be located above the flood level -please show how this is to be accomplished. 9 Flood venting requirements for the garage are required to be shown on the foundation plan, the floor plan and in the construction details. Show location and size of all opening. Materials below flood level must be impervious to flood water and materials covering outside of the garage are not noted on the elevation views. Please note exterior building covering and show corrected elevations. Plans note that a building pad has been or will be constructed. Plot plans must detail the extent of the area of this pad, construction details for foundation and flood requirements must be corrdinated with this information. Currently, the flood elevation certificate does not the adjacent grade as the same elevation as the construction pad. Please correct all discrepancies. Requirements for garage firewall are to be detailed directly on the plans, including location and how it is to be constructed. PXO%t P10 -Al All bedrooms must have a window, which meets the emergency egress requirements for height, width and minimum square footage of openable area. A 2650 window, as shown on the plans, will not meet this requirement unless it opens fully. Please check with the window manufacturer for this requirement before installation -plan will be so noted. Engineer of record must provide a letter that he has reviewed and approves the truss calculations per his lateral design. 13. russes A5,B2,C2 and E2 all have loads in excess of 5000 pounds -engineer must address gravity loading and provide design for support of these trusses, including foundation. 14. rovide revised energy calculation for correct orientation, correct square footage, ducts cannot be modeled in the crawlspace if any ducts are located in attic, remove the notation that this is an existing plus addition method of calculation, skylight may not be modeled with an U -factor of .40 and documents must be legible -current documents have the bottom of page cut off. Provide correct window sizes for all areas. Square footage of living area, including "attic" on second floor and sunroom is 4349. If you are going to use area over the garage then square footage cannot be determined until floor plan is submitted. STRUCTURAL COMMENTS: None PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 2. Provide engineered truss details and layout in duplicate (required prior to plan review) Please do not fax! 2 of 3 3. Provide energy design compliance and supporting documentation. 4. Balance of Building Permit fees cannot be determined until response is reviewed. 5. Impact fees: 5.1. Butte County Park Facility certification form cannot be completed until response is reviewed.' 5.2. Butte County School Impact fee certification form cannot be completed until the response is reviewed. 5.3. Sheriff fees = $360.00. 5.4. ' Water tender fees in the amount of $200.00 are required prior to the issuance of this building permit. 6. Provide a FEMA Flood Elevation Certificate prepared by a qualified professional. 7. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. Please submit revised floor plan to the Health Department (Chico office) 8. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. ` 4 If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, - M&" r Martha Christy Plans Examiner U -U Ja-Cbt-)7� r-tAV A- F 1 411� _ Hunt, P.E. Plan Check Engineer 3 of 3 PROJECT PROCESSING RECORD Applicant: ��►- Owner: A.P. #: 040 1 S4 —11 �4 Permit #: ®� s Work Description: Date Description of Step or Status: G iZ uli l[ voceW . 4- O,L4s /Yl reg o m — C9 U/► �^ ^ 2Qili _ (�,1�a� d -n dfl ✓t yILQ$Zh �j,00Y (Gl�'1 no )241 10 411- <-AcG''teYl r -a Orr L"indo� lin co ra c t-au� -e-L A,b�c N v- H VA -C 0 4 . � t� de && r�r��- pybu'lde s13 T t U. °0 RESIDENTIAL PLAN ° REVIEW GUIDE� c c SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONZY ��,�e,lrt� Buildin Ov��rer: g Permit Number: Plans Examiners- Martha Christy A. P. Number: GEZ ERAL: Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. G ' Proper description of work on the application. 6 tat t� PC,GI�� " 4. Existing violations on the property. de-Tol--6 I 5. Recorded notice of violation. 6. Building permit valuation.�t/�,u ,LOT PLAIN: �� - Vh �►-� �wv sidts -( Complete parcel size and dimensions. �� %'n Setbacks, side yard, easements, etc. Q� A40j� e� ° �" A' Other buildings or structures. (� — �'�� _ i Zvd ►✓," rfow ,►! Grading, fills and/or drainage. 2 D- WW ploor ��F. C &V-1,A-f-6rD Flood hazard. 6. Special conditions on Parcel Map: ✓K� ireo��o9{-rood' Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender Traffic and Drainage fees ❑ J Federal did Route and/or Federal Aid Secondary Route setback requirement fi Building or utilities across lot lines (Lot merger approval by Butte County Land Developmer}t)_ Or L'4Y1(,�iT►BYZ d - FLOOR PLA.: vu,Vtro&m C: "o �rnd� �t 1�1ctctde circ CaA'C'0 Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. MWC minimum net -24,50— clear openable height dimension shall be 24". The minimum net clear operable width dimension shall W 20". r When %vindox%s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). ,,6'- Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 Leet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). 1/7" All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Leet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 1) water heaters %yhich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening brio a bath or bedroom (Uniform Plumbing Code section 509.0). 0 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedt+00m, or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Cade stsaton 30�t.�. I l Garage firen-aIl separation - required on garage side including supporting walls and posts (Uniform 211'"n$ Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 3 Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Aid �jByLA Q_ r66-rm ems✓ I2,rn Lo.,►�e�l ed iii L — to t'r.d� C(do�.s ded eve Seco �onr r,� )oe Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17 Bearing walls shall be supported on masoM- or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions NBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. %A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building L� "that do not comply with the Uniform Building Code. This must include the designer's "wd" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets, of calculations. ely f p*-i D � 1��' * ` U 3Clerestory requiring balloon framing and/or engineering. 14* o) dation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. C 2 4 Z levatioand wall construction details complete enough to construct building. ruction details complete enougb to construct building. dv S�00 FZ:� onswction details and calculations if necessary. � _ 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). I I^GCA�o G� G(i C,h 12. Stud heights. 13. High expansive soil —special foundation design required. 14. Retaining walls requiring design. 15 G3p's'um wallboard nailing inspection required. K�f the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be prodded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. ectric, heating, ventilation, plumbing and air conditioning equipment and other ser\�ioe facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. AUSCELLANEOUS ITEMS: 1. Staimay details — landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 2. - Guardrails (Uniform Building Code section 509). QBrick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). . 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). 1Foam insulation — protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). . Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventiladon (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. M. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: VaU � §171. ❑�� / 2. L� rte elc%-ation certificate. 3. ❑ Fire Sprin1Jers required. ..�G�� CO4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. /�Q/%7fC t? 0-7CZ ' 6, ❑ Sub-Standard Housing lener. fix,/C � k-u • Pzee 2 of co ✓ o P`�rd h sity,� u o � �.a Y �� ".i ..}; •aa;de - s � }- - 2L f� i � t: Q' L ;r�dSIM 3. �,- 1=.i Maler: •c-kYse v - rl. li~ so Or art. swam set A" SES 0 .2006 Chico, Califor��a 6. v. r '?w VMS I t I Irl • _ W • :}:"iii , .vwow.,- 0 , 1 =x1 1.. : 'XN % :'� • :: ' •! , h }t �F r F' ). 3' AS �1. t r '.':a;+�-�;.;-;-..:,,.., 7•"ci; :, _ '..? i t to .S .nr'a :.`.� _)F .. 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G:ai; .•s'•;;«fr., :a•ss:r ,.a., ...'t•..� ..5... �:r.• +::nb`:)..:'.{=r7'�.',r'l::r: ;1`:,.t. .w S: �'f.,..,..r;; ^i;;7?�'.•'!�::::.:.; .. •:5a,.,. a :i. • r ,v I D 4 5 MIA'P1d€ST' Arolmark Ct rman Ave � Gi�tmeTt R®� I f (} 5 leptjjknler Qu I- s Ln n � t w B{c Reed Ln`�� FLLenz Rd f v&._LJ kD+u[' ham.,Da ton M4vy s x i I C®MI Y GT � t '- _'3 o doo m DEVEL0 --:'_;,,f 1200 it DUERR, JANET SERVICTsi D 99 PROJECT # 2763 9575 FORMOSA WAY SEE FEMA F.I.R.M- DURHAM CA,95938 CERTIFICATE FO R APN:040-150-114 FLOOD ELEVATION SCOPE OF WORK INFORMATION ` R- THE 2007 CBC, CMC, CPC, 5.16 KW PHOTOVOLTAIC ARRAY GRID TIED cEc, AND zoos CALIFORNIA i ENERGY STANDARDS AS i GROUND MOUNT 200 TILT AMENDED SY THE JURISDICTION i i (30) KYOCERA KD205GX-LP MODULES APPLY TO THIS PROJECT. --- .(1-).SMASB 6000 US INVERTER COMPLY WITH CALIFORNIA ELECTR/CAL CODE- 1 mesa. Rd 69O ARTICLE APPROVED PLANS AND —� REQUIREMENTS FOR PERMIT SHALL BE ON SITE SOLAR PHOTOVOLTAIC SYSTEMS FOR ALL INSPECTIONS o � _ mawLn i - - - - - SHEETINDEX SPG uaE mrvs�r�ows oaovrsierun uo ll�EX61ANE NiOPEftlY oraw munirvc. uu swiwieE REV DATE SPG SOLAR%.rv9®.,CORED,09IYOSED,OHUgD.IrvvngLEOFx wnurrwsosE 20 LEVERONI COURT =Y 20 NOVATO, CA 94949 CA LIC. #759086 PROJECT NO: 2763 415-883-7657 CAD DWG FILE: OOOD-A-0 COVER. DWG 5 4 c) SITE PLAN: BUILDING A-0 COVER SHEET PERMIT# 019-7-15-8 A-1 SITE PLAN ASSESSOR'S B ,PARCEL# STRUCTURAL: - S-1 STRUCTURAL LAYOUT & DETAILS ELECTRICAL: - 1 N'sl E-1 SINGLE LINExs' -A ATTACHMENTS: KYOCERA KD205GX-LP MODULE SPECS A SMA SB 6000 US INVERTER SPECS REVISIONS DUERR, JANET DESCRIPTION BY CK'D APP/D 9575 FORMOSA WAY DURHAM CA,95938 DESIGNER: DAN BERGER 415-382-2183 CRAIG STAGER 415-382-2181 CONSTRUCTION: KEVIN ROSALES 530-693-2000 s 2 rL oma 2awe- (/�� COVER PERMIT APPLICATION i W , 5 I 4 N FPA 58 • I LPG TANK LOCATION MINIMUM DISTANCE FROM Py LINES OR STRUCTURES FOR ��/ GALL�O�NS OR LESS, LPG TANK SHALL BE W FEET D - 9575 FORMOSA WAY DURHAM, CA 95938 A.P.N. 040-150-114 (E) SEPTIC SYSTEM I 208'-4" ( p TRENCH ±55' TO EXTERIOR OF (E) POOL a HOUSE W/ SCH 40. AND w CONNECT TO 200A SERVICE. z O 72'8" c A Q U I 293'-101" W ARRAY @ 20° TILT POINT OF INTERCONNECTION @ 200 AMP SERVICE ON EXTERIOR WALL WITH A 40 AMP BREAKER — �— — — — 3 DRIVEWAY N Q O W E u 1 SITE PLAN A-1 1" = 100' KOYO LANE — — SEE FEMA F.I.R.M. CERTIFICATE FO R FLOOD ELEVATION ARRAYTILT:20° AZIMUTH:180° INFORMATION �PG C°xFl[E,IRK. M9 UUtM1°NA PNY MTAoM1N,rMOTIEN INPoRAunON °°NfNIEUIERflx nRE coxsaEREoaa RRowiEru+r uo ME ExaustvE caoaERn, of SRow.�xc. uo swnE xo�sE REV DATE SPG SOLAR VIEUSME°.RERRmuC®,°DRE°.°SQOSE°.ORl6E°.ixvnglEM�x ,f°R/lVYM1805E vmxour.,E emRE v wmnEx oERxissox ornoux •urwwaoREaRESExrnnvs rico soon 20 LEVERONI COURT �xc. u, woxrs ResEmre° WAWD;0""" 415-8 NOCA 94949 CA LIC. #759086 PROJECT NO: 2763 415-883-7657 NEW I CAD DWG FILE: A-1 SITE PLAN.DWG - 5 4 2 I 1 (E) POOL 72._2° 53'-10" 49'-4" 45'-0" r2 ARRAY LAYOUT A-1 1/16" = l'- C, EL INSTALL ALL ELECTRICAL ED BY EQUIPMENT AS THE FLOOD ELEVATION STATED ON THE FEMA FIRM ELEVATION CERTIFICATE 3 '� SOUTHEAST ISOMETRIC VIEW A-1 va"=r-a' Ar (E) HOUSE (E) DRIVEWAY REVISIONS DUERR, JANET DESCRIPTION BY CK'D APPID 9575 FORMOSA WAY DURHAM, CA 95938 SITE PLAN DESIGNER: DAN BERGER 415-382-2183 ATE: MANAGER: CRAIG STAGER 415-382-2181 ATE: CONSTRUCTION: KEVIN ROSALES 530-693-2000 ATE: PERMIT APPLICATION A-1 3 2 1 D I c I B I C 2008 'MENT CES 3 n S-1 TORQUE TUBE MODULE BEAM HANGER CRADELSUPPORT CONCRETE PIER AND 4"0 GALVANIZED POLE TORQUE TUBE HANGER C MODULE (TYP) S—� 1/8" _ V—p• --•- -CDISCONNECTEwm.mm,=.mm=:l—DC DISCONNECT RACK -U E 900 INVERTERS AND • II 1 IIBRACKETS ,:iL�i:;://a, �/:7/✓/:7/: �:Y/:� %/: �:7/:7/:7/y/:7/://�Y/�i/�/j��j�7/�/ 1 11 - • 11 - • DUE 1 • I JANET 4kqm� m� . - . orsimm. DAN BERGER--- PROJECT NO: 2763 CRAIG STAGER< B C B Ms 5 DUERR, JANET 5.16 (30) KYOCERA KD206GX-LP MODULES (1) SMA SB 6000 US INVERTER (30) X (180W CEC) X (95.5 % EFF.CEC) = 5157.00W AC EQUIPMENT DATA KYOCERA KD205GX-LP MODULES MAXIMUM POWER: 205 W CEC RATING 180 W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2 V MAX POWER CURRENT: 6.17 A SHORT CIRCUIT CURRENT: 6.82A TOTAL # OF MODULES 30 1 1 SMA SB 6000 US INVERTER N3:L MAX DC INPUT: 600 V MAX INPUT CURRENT: 25 A MAX AC OUTPUT CURRENT: 25 A PEAK EFFICIENCY: 97% CEC EFFICIENCY: 95.5% STRING TOTAL: MODULES PER STRING: 15 TOTAL OPEN CIRCUIT VOLTAGE: 498.00 V TOTAL MAX POWER VOLTAGE: 399.00 V TOTAL SHORT CIRCUIT CURRENT: 6.82 A TOTAL MAX POWER CURRENT: 6.17 A PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT= 6.17 A 2. OPERATION VOLTAGE= 399.00 V 3. MAXIMUM SYSTEM VOLTAGE= 562.74 V 4. SHORT CURCUIT CURRENT = 6.82 A PHOTOVOLTAIC POWER SOURCE TO BE NOTED AT DISCONNECTING MEANS PER NEC 690.53 MAXIMUM SYSTEM VOLTAGE ARRAY 1 (OPEN CURCUIT VOLTAGE)(STRING TOTAL)(TEMP CORRECTION)= 562.74 V TEMP CORRECTION FACTOR 1.13 4 (15) KD205GX-LP PV MODULES (IN SERIES) (15) KD205GX-LP PV MODULES (IN SERIES) PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES AS REQLIIRED AND DEFINED IN CALIFORNIA ELECTRICAL CODE LABEL, CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH (ES) AND THEIR ACCESSORIES, TO IDENTIFY THEIR LOCATION AND OR EQUIPMENT COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING t METER 200AMP MAIN BREAKER ENCLOSURE 8 2 #10 THWN-2 CONDUCTORS (2) #10 THWN-2 CONDUCTORS (1) #12 GROUND 2 (2) STRINGS EACH HAVING: (2) #10 THWN-2 CONDUCTORS (1) #10 THWN-2 GROUND 3/4" EMT DC DISC SQUARE D FUSIBLE LOCKABLE 30A HEMA3R 3 POLE GOON HU36IRS @ ARRAY DC VOLTAGE DROP: SPG SOLAR SPG 20 LEVERONI COURT 94949 CA LIC. #759086 415 41583-7657 ASO"'"ANO-8 -7 57 CONPDEMNL TH9 DRhw1N0 NANiT dTN, pESCMPTgN, �NDOMER INFOPoMnON CO-D1Ef4:IN NF CON90EREDA4 WAGRIETNFI N4) TIF EFQ16rvE PRWERiV OF SFO SOIAP, INC. NO S>MlL eDT lti= weusFo,rFaaowsEoMN WONOF. oa uSEO, iN m� oo"wvu�T, nwn FUaosE vnTNour i� exvNEw NAITTEN FEwvlssoN of a nxr nurNodgo aeva¢sFxunvE a sFo sain, INc.eu warns "ESEmm PROJECT NO: 2763 CAD DWG FILE: 0000-E-1 SINGLE LINE.DWG -5 4 399,00 V 8 2 #10 THWN-2 CONDUCTORS (2) #10 THWN-2 CONDUCTORS (1) #12 GROUND 2 (2) STRINGS EACH HAVING: (2) #10 THWN-2 CONDUCTORS (1) #10 THWN-2 GROUND 3/4" EMT DC DISC SQUARE D FUSIBLE LOCKABLE 30A HEMA3R 3 POLE GOON HU36IRS @ ARRAY DC VOLTAGE DROP: MAX POWER CURRENT (lop): 6.17 A OAIt 1.24 Dlkft DC RUN DISTANCE: 10 ft VOLTAGE: 399,00 V VOLTAGE DROP= (lopx2xD/1000NM1x D*ft) 0.15 V %V0=(VdNmm)100 0.04 % 1 ARRAY SMA se 6000 us 6000KW INVERTER D 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS SMASB 6000 US INVERTER AC MAX OUTPUT CURRENT: 25 RATED AMPS:25A X 1.25 = 31.25 COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 240-24 REQUIREMENTS APPROVED LOCATION OF OVERCURRENT PROTECTION A/C VOLTAGE DROP: OUTPUTCURRENT: 25.00 I A OAft 0.78 Mfl NC RUN DISTANCE: INSTALL ALL ELECTRICAL VOLTAGE: Z VOLTAGE DROP=(IOpx2xD/1000PoMWg OIkft) UD %Vd=(VdfV-)100 EQUIPMENT AS SPECIFIED BY o� THE FLOOD ELEVATION C7 Ui STATED ON THE FEMA FIRM N3:L v ELEVATION CERTIFICATE 3 A/C VOLTAGE DROP: OUTPUTCURRENT: 25.00 I A OAft 0.78 Mfl NC RUN DISTANCE: 60 It VOLTAGE: 120240 V VOLTAGE DROP=(IOpx2xD/1000PoMWg OIkft) 2.33 V %Vd=(VdfV-)100 0.01 % #8 THWN-2 CONDUCTORS (1) #8 THWN-2 GROUND 3/4" SCH-80 COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS REVISIONS DUERR, JANET DATE DESCRIPTION BY CT. APPID 9575 FORMOSA WAY DURHAM CA,95938 DESIGNER: DAN BERGER 415-382-2183 MANAGER: CRAIG STAGER 415-382-2181 CONSTRUCTION: KEVIN ROSALES 530-693-2000 2 AC DISC CUTLER HAMMER NON -FUSIBLE LOCKABLE C B 30A I A 2 POLE 240V DG 361URB ARRAY SINGLE LINE PERMIT APPLICATION I E-1 f pppr i IVI? 90#-Ierj/\' NdtY pL�n %�j 83NMO �1d0� 3lld U.S. DEPARTMENTOF HOMELAND SECURITY ELEVATION CERTiFICATE OMB No. 1660-oo08 , Federal Emergency Management Agency " Expires February 28, 2000 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name For Insurance Company Use: Mark Duerr Policy Number - A2. Building Street Address (including Apt., Unit, Suite,: and/or Bldg. No) or P.O. Route and Box Na. 9575 Formosa WayCompany NAICNumber city Durham state CA zrP code A3. Property Description'(Lot and Block Numbers, TaxParcel Number, t coal Desorption, etc.) - 95938 a PN' 04.0.-].�0.-1L4 A4, Building Use (e.g.. Residential, Non -Residential; Addition, Accessory; etc.) Pool Equipment A5, Latitude/Longitude: Lat.39 dee 39 min 16.7 sec tong:12._....1 de 45 min 44 st Ali. Attach at least photographs of the building if the Certificate is being used to obtain flood insurance. Horizontt alt Datum: [� NAD 1927 _d NAD 1953 A7. Building Diagram NumberNZA As. For a building with a crawl space or enclosure(s), Provide: a) Square footage of crawl space or enclosures) N/A s ft 'For a building with o attached garage, provide; b) No. of permanent flood openings in the crawl space or q) Square footage of attached garage N/A sq ft "enclosure(s) walls within 1.0 foot above adjacent grade N/A b) No: of permanent flood openingsin the att a garage c) Total net area of flood openings in AE:b walls within 1.0 foot above adjacent grade/X A sq in c) Total net area of flood openings in A9.b'^ N.._A._ sq In SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NF1P Community Name Community Number B2. County Name Butte County Unincorporated 060017 Butte 63. slate B4, Map'Panei Number 85. Suffix 86. FIRM index B7. FIRM Panel CA 0600700520 Ba. Flood Bs. Base Frood Elr.vation(s) (Zorye C Date EtfecfivelRevised Date Zon s 04/20/2000 06/08/1998 AE) Ao, use base flood,depth) 810. Indicate the source of the Base Flood Elevation (BFE) data'or base flood depth entered in item 89. 162.9 0 FIS Profile ® FIRM ❑ Community Determined [] Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: X1 NGVD 1929 ❑ NAVO 1985 ❑ Other (Describe) 81 2. Is the building located in a Coastal hardier Resources System (CORS) arca or Otherwise Protected Area'(OPA)'7 Designation Date ❑ yes R] No E]CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on VQ Construction Drawings' ❑ Building Under Construction• 'A new Elevation Certificate will be required when construction of the building is complete, ❑Finished Construction, C2. 'Elevations -Zones At -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA. ARAE, APJAt-A30. AR/AH, AR/AO. ''C2.a g below, according to the building diagram specified in item A7: Compiete items Senchrnark utilized RM 59 Conversion/Comments N/A Vertical Datum _LIGVD22_._` --. Check .".measurement used. a) Top of bottom floor (including basement; crawl space, or enclosure floor) N/A ❑ feet ❑ ® 0-- b) Top of the next higher Roar meters (Puerto Rico only) IIIA_❑ feet ` ❑ meters (Puerta Plica only) c) Bottom of the lowest horizontal strrictueai member (V Zones only} C d) Attached garage {top of slab)}�,❑ feet El meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicingthe building i3�—❑ fest ❑ mefers (Puerto Rico only) ns 163.,1 feet ❑ it (Describe type of equipment in Comments) �-- meters Puerto i2icoonly) Lowest adjacent (finished) grade (G ,(�f feet ❑ meters (Puerto Rico only) g) Highest adjacent {finished} grade (HAG) feet meters (Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation Information. 1 certify that the information on this Certificate represents my best efforts to int erpret the data available, I understand that any false statement may be punishable by fine Or imprisonment under 18 U.S. Code,. Section 1001. ❑ Check here if comments are Provided on back of form; Q�'Ow07nT i �t,�lt<_ Certifier's Name yvJ7% r G Lambert O. Lowe License Number RCE 59077 w r' Title Civil Engineer Company Name dE)P 07 NorthStar Engineering Signet s fission Ran Blvd Suite 100 Crty hico st"CA ZIP code 95926 Signature �r t`5/12/2006 Telephone OF CA1-�F -- 530-893-16nn FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No,) or P.O. Route and Box No., Policy Number —_2575 Formosa�aY - Cit _ Y Durham State CA Zi9538 Company MAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comment, Rebar set at the northwest corner of the fence around propane tank. Elev. 158.92 _ The lowest elevation for the pool equipment is 163.1 Note: This eleva>;ion certificate is for pool eauinment only_ - -� CY✓i �.« 5/12/2006 Check here ifattachmenfs SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones Ab and A (without BFE), complete Items E1 -E5. If the Certificate is intended to supporta LOMA or LOMR-F request, complete Sections A, B, and C, For Items E1 -E4, use natural grade, if available, Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the 'elevation 'is above or below this highest adjacent grade (HAG) and the lowest adjacent grade (LAG). -a) Top of bottom floor (including basement, crawl space, or enclosure) is_ ❑ feet ❑ meters El above or - ❑ below the HAG. - _ b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A items 8 andlor 9 (seea e 8 of Instructions), the next higher floor f (elevation C2.b in the diagrams) of the building Is Q feet ,❑ meters ❑ above or Lfbelowthe HAG. E3. Attached garage (tap of slab) is Q feet E] meters [ above or [] below the HAG. E4.: Top of platform of machinery andlor equipment servicing the building is , _ ❑ feet ❑ meters [] above or` , 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes []No [3 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION j The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA -issued or community issued BFE) or Zone AO must sign here. 'Tho statements in Sections A, 8,. and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code ' I Signature Date Telephone Comments ❑ Check here'!f attachments SECTION G COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), "and G of thfs'Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9, G1. 1 iie Informationin Section C was taken from other documentation that has toren signed and sealed by's licensed surveyor, engineer, or architect who r is authorized bylaw to certify-tevation Information. (Indicate the source and date of the elevation data In the Comments area below.) i G2. ❑ A community official completed Section E fora building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. Q .The following information (Items G4, -G9.) is provided for community floodplain management purposes. G4.,Permtt Number G5. Date Permit issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: E] New Construction Substantial improvement — 08, Eievation of as -built lowest floor (including basement) of the building: ❑ feet ❑meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building *Re: ❑ feet ❑ meters (PR) Datum Local Official's Name. Title Community Name Telephone :Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions • ' ' t r J t { 1 � �� y., •1•' �.c-aS;,r Py+a�+.� %�•' �" �x , tom" a ~ N•L. V z:7irr � t .t - :.•�V'F•��M Teti- •a.•`rzjr, -I i y • v: rF .:-:. N :, -•..iC .'.:• 5�.,:. .. . .: .... .f T.+:t 5 1 3... tl� ?. K';}1�'''., J1 •'•� ll Y'V' rl ��'fir: •. \ t n \ PLANfNING DIVISION - BUILDING PUN APPROVAL A `'h Use: o cz Date: bit Parking: Landsgping: ,r Othe 1i nature. ' t -r '•www•. , 1 .\ 1 oe 0 r � '�'"� •�� t i, � [r �i�4te^' � `" fib' •_.- - - 'i' rrr� r,{' � 5433 x fr 1' ( y y+ t,5 i'k a 3'"t cr !: ( • - _ a - 11,E //// Q i• .:k .:�� ->_: '( r ,,, ,. ` S.2 Yk, 44r �r��+}4(� ;}y�r t,f �' .. � y�Y2 �rt�: } h ; f• v r ',� i i •',Fz f+ rz�a R,wl kt �u 4 Yr r ;iatt <� . c-7� i t .: :. . 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APPROVED - J r- { PARCEL 01 i Mark Tl%IAA'6uerr 55 Hanover Lane Chico, CA. 95913 C�30� 893-3-f3� PROPERTY ADDRESS ASSESSOR'S 1=ARCEL 040-150-114 PROPERTY DESCRIPTION ASSESORS MAP 5K,: PARCEL: I PROPOSED ALL WEATHER PROPOSED WELL DRIVE WAY I r i II ,DRAW 11 `� I NDEX j SHT. CONTENTS CI COVER SHEET / 517E PLAN Al 15T FLOOR PLAN A2 2ND FLOOR PLAN A3 EXTERIOR ELEVATIONS 51 FOUNDATION PLAN 61.1 DETAILS 52 SHEAR WALL PLAN 83 FLOOR JOIST FRAMING PLAN EI 15T FLOOR ELECTRICAL PLAN E2 2ND FLOOR ELECTRICAL PLAN XI INTERIOR DETAILS BY OWNER \ scale -i •• = au - u ICABLE BUILDING CODES: i APPL 1 LOCAL BUILDING GODS OF BUTTE COUNTY 1. UNIFORM BUILDING CODE Mel EDITION UNIFORM PLUMBING GODS 199 EDITION UNIFORM MECHANICAL CODE Me EDITION NATIONAL ELECTRICAL CODE 1996 EDITION STATE OF CALIFORNIA .ENERGY CODE, TITL24E , CURRENT EDITION ` STATE OF CALIFORNIA ACCESSIBILITY STANDARDS, CURRENT EDITION f` A6 APPLICABLE. � N RAL NO T APPLICABLE STATE COUNTY AND LOCAL CODES. ALL OTHER APP _ S t -. MECH,4NICAVPLUMBINCx: > Y AT LEAST TWO -` MOTH OF 13) ENCLOSED USEABLE SPACE UNDER 6TAIRWAY5 21) RETURN WALLS ADJACENT TO GARAGE DOOR (OR O) KITCHEN SHALL BE SERVED B � � O LESS THAN 1 AREA TO BE 4 WIDE MIN. Q • i WINDOW AR GS) SHALL BE 2 38) APPLIANCES DESIGNED TO BE IN b FIXED 20 AMP. SMALL APPLIANCE BRANCH CIRCUITS: 'DIMENSIONS LAKE PREGIDENCE OVER SCALED DRAWINGS. ALL U AN 10 SQUARE FEET TO HAVE ONE HOUR FIRE -RESISTIVE SIMILAR OPENIN S CURELY FASTENED IN A PLACE. LAUNDRY ROOM BY ONE 20 AMP. CIRCUIT, FLOOR AREA NOT LESS THAN AND CEILING, WITH 1/2 PLYWOOD SHEATHING ON INSIDE AND P051TION SHALL BE E CONSTRUCTION ON WALLS „ G 1203.2) .C. DGES AND 6 O.C. T PRODUCING APPLIANCES SHALL HAVE REQUIRED CIRCUITS SHALL HAVE NO OTHER DIMENSIONS SHOWN ARE MARKED FACE OF CONCRETE.(F.o,G.) ,{•� (UBC OUTSIDE, NAILED AT 4 O E 39) HEA P FACE OF STUD (F.O,S.), FACE OF P05T (F,O,P.), FACE OF BEAM N G ROOMS TO HAVE EMERGENCY FOUNDATION 2) SLEEPIN THE FIELD, REQUIRES 3 FULL LENGTH STUDS CLEARANCES TO COMBUSTIBLES ACCORDING TO OUTLETS. QUARE FEET MIN, IN WITH 5,1 S INTO WALL. lSEE CRESS WINDOW TO BE EXTENDED MANUFACTURERS INSTALLATION INSTiRUCTIONS OR 49) PROVIDE KITCHEN RECEPTACLE AT EACH • • (F,O,B,), OR FAGS OF MASONRY. (F,O.M.) U.N.O,. ' ENET CLEAR OPENING AND HEADER NABLE AREA: 20 MIN, E 14) MUD51LL TO BE FOUNDATION GRADE REDWOOD OPE APPROVED WALL DETAIU U.M.C. ALL WOOD BURNING HEATER�a AND COUNTER SPACE 12" OR WIDER. RECEPTACLES f " NET CLEAR OPENING 1 -!EIGHT: OR PRESSURE TREATED, WITH 5TUDS WIDTH. 24 �� 28) FOUNDATION CRIPPLE WALLS WOOD STOVES SHALL BE E.P.A. APPROVED. ABOVE COUNTER TO BE INSTALLED 50 THERE IS 44 MAX, FfNISHED SILL HEIGHT. t5) MUDSILL ANCHORS TO BE NOT LESS THAN 1/2 X ALL NO SPACE GREATER THAN 48" BETWEEN THE PERMITED SOIL BEARING VALUE OF 1,500 P.S.F. A5 "r „ SHORTER THAN 14 SHALL BE SOLID BLOCKED OR 40) PROVIDE COMBUSTION AIR OPENIINGS FOR L WITHIN A 24 ARC OF DOORS, 10 ANCHOR BOLTS PLACED 6 O,C. AND 3) GLAZING PLACED W PLYWOOD SHEATHED ON ONE 51DE. GAS APPLIANCES, MIN, TOTAL OF 200 SQ, RECEPTACLES, RECEPTACLES SHALL BE PLACED ESTABLISHED BY BUTTE COUNTY WAS BEEN USED, WITHIN 60" OF A TUB OR SHOWER DRAIN OR MAX, 12" FROM ENDS AND SPLICES, MINIMUM I' • " WALKING SURFACE AND 2 BOLTS PER PIECE. 29) FLOOR J015T SHALL BE DOUBLED WHEN UNDER AND INCHES WITH HALF (100 50. IN.) PLACED WITHIN WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: s- WITHIN 18 OF A W L L TO BEARING WALLS. 12 OF THE CEILING AND HALF PLACED WITHIN OPEN, SINK, ETC. P'a� �� 50) ALL METAL PIPING SYSTEMS SHALL BE v 9 SQ. FT, SHALL BE TEMPERED, MAINTAIN MIN. 18" CLEARANCE FROM !EARTH TO q S AND FLOOR. PROVIDE MIN OF I SQ. INCH PE!2 • GREATER THAN16) 5 MIN, 12" FROM EARTH TO GIRDERS. 30) ALL FRAMING CLIPS, ANCHORS, TIES, 5TR P 12 0 OVER ; EFFECTIVELY BONDED TO THE ELECTRICAL WIRED OR SAFETY GLA55, FLOOR J015T CONNECTORS SHALL BE I,G.B.O. APPROVED. 1000 B.7,U. S OF COMBINED OUTPUT IF E HABITABLE ROOMS= FOUNDATION VENTS TO PROVIDE MIN. 1 5Q, FT. ASTNERS MBUSTION AIR OPENINGS. GROUNDING 5Y5TEM WITH CONDUCTOR NOT SQUARE i - 4) MfN, CEILING HEIGHT: H il) FOUND NO MODIFICATIONS OF PROPRIETARY F MIN, SIZE FOR GO " S = i'-0" NET FOR EACH 150 SQ, FT. OF UNDER IFLOOR OTHER ARE PERMITTED WITHOUT APPROVAL FROM 41) PROVIDE MIN, 30" OF WORKING SPACE IN FRONT SMALLER THAN GROUNDING ELECTRODE R THAN KITCHENS, EQUALLY ALONG THE LENGTH OF INSTALL PIER CONDUCTOR. 5) HABITABLE ROOMS, OTHER AREA, SPACED MANUFACTURER. OF APPLIANCE FIREBOX, ST 10 5Q. FT, OF FLOOR O OPPOSITE SIDES AND ,�S CLOSE � SHALL CONTAIN AT LEA AT LEAST TW V D FIRE STOPPING AT FLOOR MANUFACTURERS INSTALLATION INSTRUCTIONS 5U LIGHTS IN CLOTHES CLOSETS GENERALLY REQUIRE 31) PROVIDE APPROVED „ 157 FLOOR CONDITIONED -HOUSE 205 50 FT AST ONE ROOM HAVE NOT LESS TO THE CORNERS AS POSSIBLE. CEILINGS AREA. AT LE AND CEILING LEVELS, DROPPED AND LEAVE INSTRUCTIONS WITH APPLIANCE. MIN. 12 CLEARANCE TO STORAGE AREA " YE FINISHED GRADE SSURE MEASURED HORIZONTALLY, UNOBSTRUCTED TO 2ND FLOOR CONDITIONED -HOUSE 103'i SQ FT THAN 120 SQ, FT, OF FLOOR AREA, 18) DECKS 30 OR MORE ABO SHOWERS, TUBS, 5OFFITS AND ANY OTHER 42) WATER HEATER TO BE FITTED WITH A PRE FROM WALLS OR SHELF TOTAL CONDITIONED AREA 3742 5Q Ft NO HABITABLE ROOM OTHER THAN KITCHENS REQUIRE A BUILDING PERMIT AND SHALL HAVE OPENINGS OR FURRED SPACE, 6) CONCEALED DRAFTAND TEMPERATURE RELIEF VALVE PIPED TO THE THE FLOOR. MINIMUM 24 FR AN i 0 IN ANY DIMENSION. U ED IN PLACE FOOTINGS AND COILIMNS „ „ SHALL BE LESS THAN POR VIDE MIN. 22 X 30 CLEAR HEADROOM OUTSIDE OF THE STRUCTURE AND SLOPED TO WIDTH = 12", WHICHEVER 15 GREATER. = 8" MIN, NGHORS, FOOTINGS SHALL BE 32) PRO STAIRWAYS, MAX RfSE WITH WET P05T_A A IONS AND PROVIDE MEANS TO 'f) RESIDENTIALAT ACCESS LOG T DRAIN MIN. 1/4" PER FOOT. PIPE SHALL 52) 15 AND 20 ANP. BRANCH CIRCUITS SHALL HAVE GARAGE 955 5Q FT = 9" MIN, HEADROOM = 6-8 MIN. 51ZED FOR REQUIRED SNOW LOAD. , TREAD PROTECT WIRING WITHIN 6 OF ATTIC ACCESS. TERMINATE MIN. 6" t0 MAX. 24" ABOVE THE NOT MORE THAN 15 OUTLETS, FRONT COVERED PORCH 613 5Q FT " 19) PROVIDE UNOBSTRUCTED UNDER FLOOR ACCESS ; WIDTH = 36 „ 33) PROVIDE APPROVED SNOW SPLITTER FOR METAL GROUND POINTING DOWN. NO REDUCTION IN MISCELLANEOUS: AIL FOR ALL 24 AND NOT MORE THAN NNECTO'RS ALLOWED. ' APPROVE -9 8) PROVIDE APPROVED HAND R OPENING, MIN. 18 X "_ N OUTS. PROVIDE ROOFS AT VENTS AND CHIMNEYS. SIZE ALLOWED, NO FLEX GO 53) PROVIDE ICE DAM FLASHING MIN 30 ABOVE AYS, PLACE HANDRAIL 34 38 ABOVE 20' FROM PLUMBING CLEAN STAIRWAYS. 43) PROVIDE AIR GAP FOR DISHWASHfER WITH FLOOD n`Y THE PLANE OF THE STAIRS. O CONTROL SURFACE WATER AWAY FROM 34) PROVIDE MIN 48 BETWEEN TOP PLATE WALL LINE AT EAVES AND MIN. 30" EACH SIDE �''►�'� � 'YIs ` NOSE OF TREAD IN E MEANS T LEVEL AT OR ABOVE 51NK OR DRAIN BOARD, OF VALLEYS FOR COMPOSITION SHINGLE ROOFS, ISERS. GS, S WITH HOSE �fl��{f?'J31t4�titaSi! }a��llih EXCEPTION: 5TAIRWAY5 WITH 3 OR LESS R FOUNDATION OPENIN SPLICES. q AGE 44) ALL POTABLE WATER OUTLET O WRAPPED GARAGE ( ABOVE 3000 FEET ELEV.) APPROVED LANDING AT ALL EXTERIOR 20) PIPES SHALL BE 5LEEVED OR WR 9) PROVIDE ATTACHMENTS OTHER THAN WATER HEATERS OR 54) ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. t r'�,�t'' • DOORS, LANDINGS SHALL BE A5 WIDE AS DOOR AGAINST CONCRETE ENCASEMENT AN1D 35) PROVIDE ONE HOUR FIRE RESISTIVE CLOTHES WASHERS, SHALL HAVE B,�4CK FLOW �� TWEEN DWELLING AND 55) PROVIDE POSITIVE DRAINAGE OF SURFACE OPENING AND 36 MIN. OUT FROM DOOR. PROTECTED FROM FREEZING, CONSTRUCTION BE PREVENTER. KING NG TO BE OSER THAN 6 FEET ELECTRICAL: WATER AWAY FROM FOUNDATION PRIOR TO FINAL PROVIDE GUARDRAIL FOR ALL DECKS OR WALKING 21) STEEL REINFORCING BARS IN THE FOOTI GARAGE WHEN GARAGE IS GL y 10) P ,� �� 815TIVE OR MORE ABOVE GED NOT CLOSER THAN 3 TO EARTH. INSPECTION. PROVIDE MIN. 2r. SLOPE OUT AT � SURFACE WHEN PLACED 30 „ PLA 70 DWELLING. ONE HOUR FIRE RE 45) PROVIDE HARD WIRED, WITH BATTERY BACKUP ADE. MIN, 39, IN LEAST 5 FROM FOUNDATION. O OR EXTERIOR GR ) REMOVE ALL TREES WITHIN 5 OF FOUINDATIONS. CONSTRUCTION 15 AL50 REQUIRED ON ALL .�P THE FLOOR „ 22 SMOKE DETECTORS WHERE SHOWN SON PLANS... ' A 4 R CLEANOUT WITHIN! 4 , OF 5 WHICH SUPPORT A DWELLING ORA 56) ANY CHANGE FROM THE APPROVED PLANS HEIGHT WITH OPENINGS SUCH THAT 23) PLACE MAIN SEWE MEMBER ADE. ASSEMBLY. DOORS BETWEEN DETECTORS SHALL SOUND AN ALARM IN ALL SHALL BE APPROVED PRIOR t0 CONSTRUCTION. DATE: 1/2001' SPHERE CANNOT PASS THOUGH, EXTERIOR WALL AND EXTEND TO GR REQUIRED FIRE T �� SLEEPING AREAS, ACCESS TO SLEEPING ARE1.�5 EXHAUST DUCTS TO OUTSIDE WITH 34) PROVIDE FOR DRAINAGE OF SURFACE WATER GARAGE AND DWELLING TO BE 1 3/S 11) VENT ALL AND ON EACH FLOOR LEVEL 5l) CONFIRM 51TE CONDITIONS PRIOR TO SHALL BE FOUNDATION. MtiN. 2y. SOLID CORE OR APPROVED 20 MIN. RATED. PRE -MANUFACTURED TRUSS REVIEW SCALE: As s+� BACK DRAFT DAMPERS. DRYERSAWAY FROM BUILDING FO HT FITTING AND SELF 46) PROVIDE CONCRETE ENCASED GROUNDING, CONSTRUCTION. SLOPES AND SOIL CONDITIONS WITH SMOOTH WALL METAL SLOPE OUT MIN. 5 FROM FOUNDATION! FINISH DOORS SHALL BE TIG F DUCTED TO OUT , ELECTRODE TO CONSIST OF EITHER, ll 20 FT. SOF SHALlti BE ADDRESSED ON APPROVED PLANS, DRAWN: MM7< TING. MAX. DRYER DUCT LENGTH IS 14 WITH GRADE SHALL BE COMPLETED PRIOR TO FINAL CLOSING, ATTIC ACCESS DOORS AND OTHER DUG MIN 1/2" RE -BAR, OR 2) 20 FT. OF 04 COPPER Be) ALL FOOTINGS SHALL BE PLACED MIN, 12" INTO 2 FOR HORIZONTAL OPENINGS SHALL BE APPROVED I have reviewed the truss calculations for the above mentioned job. I TWO CHANGES IN DIRECTION, SUBTRACT INSPECTION. MING: CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT THEREAFTER, FRA NATIVE UND15TURED 501E JOB: EACH CHANGE OF DIRECTION THER ONE HOUR RATED, The truss calculations conform with the design criteria specified SAND BETWEEN STUDS ENETRATIONS OF GARAGE FIREWALL SHALL BE ON THE BOTTOM OF THE FOOTING. PROVIDE "4 � . 12) PROVIDE REQUIRED VENTILATION IN ATTIC 25) PROVIDE BUILDING PAPER BETWEE 36) ALL P RATED, METAL PIPE, OR MIN. 26 COPPER CONDUCTOR CONTINUOUS TO PANEL FOR and are approved for the use on this project. s}"�� I. ALL ENCLOSED RAFTER SPACES, MINIMUM VENT AND EXTERIOR 51DING. ONE-HOUR R 200 AMP OR 5MALLER 5ERVICE5, ALL BE 1 SQ. FT, PER 150 SQ. FT, OF 26) EXTERIOR WALLS AND MAIN CRO55 STUD GA. SHEET METAL, AREA SH 41) ALL 110 v, 15 AND 20 AMP. RECEPTACLES SS 50y. OF VENTING IS PLACED PARTION5 SHALL BE LATERALLY BRACED AT -1) ALL DEVICES EMITTING A SPARK, GLOW OR FLAME AREA, UNLE 3 LOCATED IN GARAGES, BATHROOMS, AND WITHIN 6' C HIGH AND 50% PLACED LOW, USE 1 SQ, FT, PER CORNERS AND EVERY 25'. SHALL BE PLACED MINT 18" ABOVE THE FLOOR OF KITCHEN 51NK OR OUTSIDE AND ACCESSIBLE 300 SQ. FT, OF AREA SERVED. PROVIDE GROSS WHEN INSTALLED IN A GARAGE AND SHALL BE WITHIN 6'6" OF GRADE SHALL HAVE A EA5. MECHANICAL DAMAGE. FLOW VENTILATION TO ALL ATTIC R PROTECTED FROM PROTECTION. --------------- • r REVISIONS U1 o(z (3)� c. UJ J l i` ---� U4 UJ - 1-4 •`r UJ O I. n, Q� U1 v 1J -t N 11.1 \ scale -i •• = au - u ICABLE BUILDING CODES: i APPL 1 LOCAL BUILDING GODS OF BUTTE COUNTY 1. UNIFORM BUILDING CODE Mel EDITION UNIFORM PLUMBING GODS 199 EDITION UNIFORM MECHANICAL CODE Me EDITION NATIONAL ELECTRICAL CODE 1996 EDITION STATE OF CALIFORNIA .ENERGY CODE, TITL24E , CURRENT EDITION ` STATE OF CALIFORNIA ACCESSIBILITY STANDARDS, CURRENT EDITION f` A6 APPLICABLE. � N RAL NO T APPLICABLE STATE COUNTY AND LOCAL CODES. ALL OTHER APP _ S t -. MECH,4NICAVPLUMBINCx: > Y AT LEAST TWO -` MOTH OF 13) ENCLOSED USEABLE SPACE UNDER 6TAIRWAY5 21) RETURN WALLS ADJACENT TO GARAGE DOOR (OR O) KITCHEN SHALL BE SERVED B � � O LESS THAN 1 AREA TO BE 4 WIDE MIN. Q • i WINDOW AR GS) SHALL BE 2 38) APPLIANCES DESIGNED TO BE IN b FIXED 20 AMP. SMALL APPLIANCE BRANCH CIRCUITS: 'DIMENSIONS LAKE PREGIDENCE OVER SCALED DRAWINGS. ALL U AN 10 SQUARE FEET TO HAVE ONE HOUR FIRE -RESISTIVE SIMILAR OPENIN S CURELY FASTENED IN A PLACE. LAUNDRY ROOM BY ONE 20 AMP. CIRCUIT, FLOOR AREA NOT LESS THAN AND CEILING, WITH 1/2 PLYWOOD SHEATHING ON INSIDE AND P051TION SHALL BE E CONSTRUCTION ON WALLS „ G 1203.2) .C. DGES AND 6 O.C. T PRODUCING APPLIANCES SHALL HAVE REQUIRED CIRCUITS SHALL HAVE NO OTHER DIMENSIONS SHOWN ARE MARKED FACE OF CONCRETE.(F.o,G.) ,{•� (UBC OUTSIDE, NAILED AT 4 O E 39) HEA P FACE OF STUD (F.O,S.), FACE OF P05T (F,O,P.), FACE OF BEAM N G ROOMS TO HAVE EMERGENCY FOUNDATION 2) SLEEPIN THE FIELD, REQUIRES 3 FULL LENGTH STUDS CLEARANCES TO COMBUSTIBLES ACCORDING TO OUTLETS. QUARE FEET MIN, IN WITH 5,1 S INTO WALL. lSEE CRESS WINDOW TO BE EXTENDED MANUFACTURERS INSTALLATION INSTiRUCTIONS OR 49) PROVIDE KITCHEN RECEPTACLE AT EACH • • (F,O,B,), OR FAGS OF MASONRY. (F,O.M.) U.N.O,. ' ENET CLEAR OPENING AND HEADER NABLE AREA: 20 MIN, E 14) MUD51LL TO BE FOUNDATION GRADE REDWOOD OPE APPROVED WALL DETAIU U.M.C. ALL WOOD BURNING HEATER�a AND COUNTER SPACE 12" OR WIDER. RECEPTACLES f " NET CLEAR OPENING 1 -!EIGHT: OR PRESSURE TREATED, WITH 5TUDS WIDTH. 24 �� 28) FOUNDATION CRIPPLE WALLS WOOD STOVES SHALL BE E.P.A. APPROVED. ABOVE COUNTER TO BE INSTALLED 50 THERE IS 44 MAX, FfNISHED SILL HEIGHT. t5) MUDSILL ANCHORS TO BE NOT LESS THAN 1/2 X ALL NO SPACE GREATER THAN 48" BETWEEN THE PERMITED SOIL BEARING VALUE OF 1,500 P.S.F. A5 "r „ SHORTER THAN 14 SHALL BE SOLID BLOCKED OR 40) PROVIDE COMBUSTION AIR OPENIINGS FOR L WITHIN A 24 ARC OF DOORS, 10 ANCHOR BOLTS PLACED 6 O,C. AND 3) GLAZING PLACED W PLYWOOD SHEATHED ON ONE 51DE. GAS APPLIANCES, MIN, TOTAL OF 200 SQ, RECEPTACLES, RECEPTACLES SHALL BE PLACED ESTABLISHED BY BUTTE COUNTY WAS BEEN USED, WITHIN 60" OF A TUB OR SHOWER DRAIN OR MAX, 12" FROM ENDS AND SPLICES, MINIMUM I' • " WALKING SURFACE AND 2 BOLTS PER PIECE. 29) FLOOR J015T SHALL BE DOUBLED WHEN UNDER AND INCHES WITH HALF (100 50. IN.) PLACED WITHIN WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: s- WITHIN 18 OF A W L L TO BEARING WALLS. 12 OF THE CEILING AND HALF PLACED WITHIN OPEN, SINK, ETC. P'a� �� 50) ALL METAL PIPING SYSTEMS SHALL BE v 9 SQ. FT, SHALL BE TEMPERED, MAINTAIN MIN. 18" CLEARANCE FROM !EARTH TO q S AND FLOOR. PROVIDE MIN OF I SQ. INCH PE!2 • GREATER THAN16) 5 MIN, 12" FROM EARTH TO GIRDERS. 30) ALL FRAMING CLIPS, ANCHORS, TIES, 5TR P 12 0 OVER ; EFFECTIVELY BONDED TO THE ELECTRICAL WIRED OR SAFETY GLA55, FLOOR J015T CONNECTORS SHALL BE I,G.B.O. APPROVED. 1000 B.7,U. S OF COMBINED OUTPUT IF E HABITABLE ROOMS= FOUNDATION VENTS TO PROVIDE MIN. 1 5Q, FT. ASTNERS MBUSTION AIR OPENINGS. GROUNDING 5Y5TEM WITH CONDUCTOR NOT SQUARE i - 4) MfN, CEILING HEIGHT: H il) FOUND NO MODIFICATIONS OF PROPRIETARY F MIN, SIZE FOR GO " S = i'-0" NET FOR EACH 150 SQ, FT. OF UNDER IFLOOR OTHER ARE PERMITTED WITHOUT APPROVAL FROM 41) PROVIDE MIN, 30" OF WORKING SPACE IN FRONT SMALLER THAN GROUNDING ELECTRODE R THAN KITCHENS, EQUALLY ALONG THE LENGTH OF INSTALL PIER CONDUCTOR. 5) HABITABLE ROOMS, OTHER AREA, SPACED MANUFACTURER. OF APPLIANCE FIREBOX, ST 10 5Q. FT, OF FLOOR O OPPOSITE SIDES AND ,�S CLOSE � SHALL CONTAIN AT LEA AT LEAST TW V D FIRE STOPPING AT FLOOR MANUFACTURERS INSTALLATION INSTRUCTIONS 5U LIGHTS IN CLOTHES CLOSETS GENERALLY REQUIRE 31) PROVIDE APPROVED „ 157 FLOOR CONDITIONED -HOUSE 205 50 FT AST ONE ROOM HAVE NOT LESS TO THE CORNERS AS POSSIBLE. CEILINGS AREA. AT LE AND CEILING LEVELS, DROPPED AND LEAVE INSTRUCTIONS WITH APPLIANCE. MIN. 12 CLEARANCE TO STORAGE AREA " YE FINISHED GRADE SSURE MEASURED HORIZONTALLY, UNOBSTRUCTED TO 2ND FLOOR CONDITIONED -HOUSE 103'i SQ FT THAN 120 SQ, FT, OF FLOOR AREA, 18) DECKS 30 OR MORE ABO SHOWERS, TUBS, 5OFFITS AND ANY OTHER 42) WATER HEATER TO BE FITTED WITH A PRE FROM WALLS OR SHELF TOTAL CONDITIONED AREA 3742 5Q Ft NO HABITABLE ROOM OTHER THAN KITCHENS REQUIRE A BUILDING PERMIT AND SHALL HAVE OPENINGS OR FURRED SPACE, 6) CONCEALED DRAFTAND TEMPERATURE RELIEF VALVE PIPED TO THE THE FLOOR. MINIMUM 24 FR AN i 0 IN ANY DIMENSION. U ED IN PLACE FOOTINGS AND COILIMNS „ „ SHALL BE LESS THAN POR VIDE MIN. 22 X 30 CLEAR HEADROOM OUTSIDE OF THE STRUCTURE AND SLOPED TO WIDTH = 12", WHICHEVER 15 GREATER. = 8" MIN, NGHORS, FOOTINGS SHALL BE 32) PRO STAIRWAYS, MAX RfSE WITH WET P05T_A A IONS AND PROVIDE MEANS TO 'f) RESIDENTIALAT ACCESS LOG T DRAIN MIN. 1/4" PER FOOT. PIPE SHALL 52) 15 AND 20 ANP. BRANCH CIRCUITS SHALL HAVE GARAGE 955 5Q FT = 9" MIN, HEADROOM = 6-8 MIN. 51ZED FOR REQUIRED SNOW LOAD. , TREAD PROTECT WIRING WITHIN 6 OF ATTIC ACCESS. TERMINATE MIN. 6" t0 MAX. 24" ABOVE THE NOT MORE THAN 15 OUTLETS, FRONT COVERED PORCH 613 5Q FT " 19) PROVIDE UNOBSTRUCTED UNDER FLOOR ACCESS ; WIDTH = 36 „ 33) PROVIDE APPROVED SNOW SPLITTER FOR METAL GROUND POINTING DOWN. NO REDUCTION IN MISCELLANEOUS: AIL FOR ALL 24 AND NOT MORE THAN NNECTO'RS ALLOWED. ' APPROVE -9 8) PROVIDE APPROVED HAND R OPENING, MIN. 18 X "_ N OUTS. PROVIDE ROOFS AT VENTS AND CHIMNEYS. SIZE ALLOWED, NO FLEX GO 53) PROVIDE ICE DAM FLASHING MIN 30 ABOVE AYS, PLACE HANDRAIL 34 38 ABOVE 20' FROM PLUMBING CLEAN STAIRWAYS. 43) PROVIDE AIR GAP FOR DISHWASHfER WITH FLOOD n`Y THE PLANE OF THE STAIRS. O CONTROL SURFACE WATER AWAY FROM 34) PROVIDE MIN 48 BETWEEN TOP PLATE WALL LINE AT EAVES AND MIN. 30" EACH SIDE �''►�'� � 'YIs ` NOSE OF TREAD IN E MEANS T LEVEL AT OR ABOVE 51NK OR DRAIN BOARD, OF VALLEYS FOR COMPOSITION SHINGLE ROOFS, ISERS. GS, S WITH HOSE �fl��{f?'J31t4�titaSi! }a��llih EXCEPTION: 5TAIRWAY5 WITH 3 OR LESS R FOUNDATION OPENIN SPLICES. q AGE 44) ALL POTABLE WATER OUTLET O WRAPPED GARAGE ( ABOVE 3000 FEET ELEV.) APPROVED LANDING AT ALL EXTERIOR 20) PIPES SHALL BE 5LEEVED OR WR 9) PROVIDE ATTACHMENTS OTHER THAN WATER HEATERS OR 54) ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. t r'�,�t'' • DOORS, LANDINGS SHALL BE A5 WIDE AS DOOR AGAINST CONCRETE ENCASEMENT AN1D 35) PROVIDE ONE HOUR FIRE RESISTIVE CLOTHES WASHERS, SHALL HAVE B,�4CK FLOW �� TWEEN DWELLING AND 55) PROVIDE POSITIVE DRAINAGE OF SURFACE OPENING AND 36 MIN. OUT FROM DOOR. PROTECTED FROM FREEZING, CONSTRUCTION BE PREVENTER. KING NG TO BE OSER THAN 6 FEET ELECTRICAL: WATER AWAY FROM FOUNDATION PRIOR TO FINAL PROVIDE GUARDRAIL FOR ALL DECKS OR WALKING 21) STEEL REINFORCING BARS IN THE FOOTI GARAGE WHEN GARAGE IS GL y 10) P ,� �� 815TIVE OR MORE ABOVE GED NOT CLOSER THAN 3 TO EARTH. INSPECTION. PROVIDE MIN. 2r. SLOPE OUT AT � SURFACE WHEN PLACED 30 „ PLA 70 DWELLING. ONE HOUR FIRE RE 45) PROVIDE HARD WIRED, WITH BATTERY BACKUP ADE. MIN, 39, IN LEAST 5 FROM FOUNDATION. O OR EXTERIOR GR ) REMOVE ALL TREES WITHIN 5 OF FOUINDATIONS. CONSTRUCTION 15 AL50 REQUIRED ON ALL .�P THE FLOOR „ 22 SMOKE DETECTORS WHERE SHOWN SON PLANS... ' A 4 R CLEANOUT WITHIN! 4 , OF 5 WHICH SUPPORT A DWELLING ORA 56) ANY CHANGE FROM THE APPROVED PLANS HEIGHT WITH OPENINGS SUCH THAT 23) PLACE MAIN SEWE MEMBER ADE. ASSEMBLY. DOORS BETWEEN DETECTORS SHALL SOUND AN ALARM IN ALL SHALL BE APPROVED PRIOR t0 CONSTRUCTION. DATE: 1/2001' SPHERE CANNOT PASS THOUGH, EXTERIOR WALL AND EXTEND TO GR REQUIRED FIRE T �� SLEEPING AREAS, ACCESS TO SLEEPING ARE1.�5 EXHAUST DUCTS TO OUTSIDE WITH 34) PROVIDE FOR DRAINAGE OF SURFACE WATER GARAGE AND DWELLING TO BE 1 3/S 11) VENT ALL AND ON EACH FLOOR LEVEL 5l) CONFIRM 51TE CONDITIONS PRIOR TO SHALL BE FOUNDATION. MtiN. 2y. SOLID CORE OR APPROVED 20 MIN. RATED. PRE -MANUFACTURED TRUSS REVIEW SCALE: As s+� BACK DRAFT DAMPERS. DRYERSAWAY FROM BUILDING FO HT FITTING AND SELF 46) PROVIDE CONCRETE ENCASED GROUNDING, CONSTRUCTION. SLOPES AND SOIL CONDITIONS WITH SMOOTH WALL METAL SLOPE OUT MIN. 5 FROM FOUNDATION! FINISH DOORS SHALL BE TIG F DUCTED TO OUT , ELECTRODE TO CONSIST OF EITHER, ll 20 FT. SOF SHALlti BE ADDRESSED ON APPROVED PLANS, DRAWN: MM7< TING. MAX. DRYER DUCT LENGTH IS 14 WITH GRADE SHALL BE COMPLETED PRIOR TO FINAL CLOSING, ATTIC ACCESS DOORS AND OTHER DUG MIN 1/2" RE -BAR, OR 2) 20 FT. OF 04 COPPER Be) ALL FOOTINGS SHALL BE PLACED MIN, 12" INTO 2 FOR HORIZONTAL OPENINGS SHALL BE APPROVED I have reviewed the truss calculations for the above mentioned job. I TWO CHANGES IN DIRECTION, SUBTRACT INSPECTION. MING: CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT THEREAFTER, FRA NATIVE UND15TURED 501E JOB: EACH CHANGE OF DIRECTION THER ONE HOUR RATED, The truss calculations conform with the design criteria specified SAND BETWEEN STUDS ENETRATIONS OF GARAGE FIREWALL SHALL BE ON THE BOTTOM OF THE FOOTING. PROVIDE "4 � . 12) PROVIDE REQUIRED VENTILATION IN ATTIC 25) PROVIDE BUILDING PAPER BETWEE 36) ALL P RATED, METAL PIPE, OR MIN. 26 COPPER CONDUCTOR CONTINUOUS TO PANEL FOR and are approved for the use on this project. s}"�� I. ALL ENCLOSED RAFTER SPACES, MINIMUM VENT AND EXTERIOR 51DING. ONE-HOUR R 200 AMP OR 5MALLER 5ERVICE5, ALL BE 1 SQ. FT, PER 150 SQ. FT, OF 26) EXTERIOR WALLS AND MAIN CRO55 STUD GA. SHEET METAL, AREA SH 41) ALL 110 v, 15 AND 20 AMP. RECEPTACLES SS 50y. OF VENTING IS PLACED PARTION5 SHALL BE LATERALLY BRACED AT -1) ALL DEVICES EMITTING A SPARK, GLOW OR FLAME AREA, UNLE 3 LOCATED IN GARAGES, BATHROOMS, AND WITHIN 6' C HIGH AND 50% PLACED LOW, USE 1 SQ, FT, PER CORNERS AND EVERY 25'. SHALL BE PLACED MINT 18" ABOVE THE FLOOR OF KITCHEN 51NK OR OUTSIDE AND ACCESSIBLE 300 SQ. FT, OF AREA SERVED. PROVIDE GROSS WHEN INSTALLED IN A GARAGE AND SHALL BE WITHIN 6'6" OF GRADE SHALL HAVE A EA5. MECHANICAL DAMAGE. FLOW VENTILATION TO ALL ATTIC R PROTECTED FROM PROTECTION. --------------- • r II:Ltz:fz:jU� 1 uti 13 FT y OUBLE CUPBOARD 00 S = CEILING + LL— RR LOOS� t0 CHAIR. RQ�P, HEIGNT O = I 2 CH,41R RAILS TO 1-010 N X BATHROOM 5 FT CLG all- 41-011 — DBL N 'a N--* — — — — — — — — 2'-0a C31-011 '31.011 C31.011 (L STEF— 2 I -all 21-811 FU WA 1/2 WALL I I fl- = RL2 1'- /2° v� WALK-IN CLOSE 3i — awin dr. 4 -0' dbl g -0 X ---------= double of eat1/2 WALL COLUMNI/2 WA" with tapered columna .o 40'-0" typical SEDiROOM 02. in 12" BUILT OUT TYP X OF POWER � IS � I I S -- j0 (CEILINGr- DIRECT YENX •• I IDINING ROOMGAS FI EPL GE U9 Ft CEILING F. I 11 41* I A Y0 FT :3610 CEILING tz3-0.iK 5-0 3-011 X5 '1/ 3'-6"x1'-0" DR. W/ TEMP? 10 + 2010 SIDE LITES N+�.— + 4 + s., �p �2'4o" X 5�!Qr' X 5,-0n "01, 2650 2650 'L WITH PR SHUTTERS WITH PR SHUTTERS 2-0 II -O 2-0 11 -oil Ill -411 -011 21 60 -loll STAIRS 70 GRADE Enviranme ntal Health • DATE: 1/20 JAN 2 9 SCALE: 114" Chico, -C L A DRAWN: M 2105 s ft lower level MAIN FLOOR PLAN a q JOB APPROVED • D ite Count SHEET 5 HEFT • 1) TYh CEILING HEIGHT = S FT Envim merU tib 2) 1 FT HIGH INT DOORS TYP. r OF SHL