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HomeMy WebLinkAbout040-610-006, 040-61-0-006 00-1746 SHANKS, RICK & SHEYNNE 9871 SKILLIN ESTATES DR., DURHAM CONTR: RMS BUILDERS, a NEW SINGLEFAMILYY`,(%pke (�'0 040-610-006 00-301 SHANKS, RICIN NA E 9871 SKILLEN ESTATES W �A CONTR: ADONAS POOLS' POOL MASTER 507-97 040-610-006 0 - SHANKS, RICK 9871 SKILLIN ESTATES, GUEST HOUSE 040-610-006 04-27 9 SHANKS, RICK 9871 SKILLEN ESTATES, DURHAM Cont: OWNER RENEWAL FOR 03 )824 B06-2223 040-610-006 MISCELLANEOUS Phtovtaic $ys G•rnd GROUND MOUNT SOL, 9871 SKILLIN ESTATES DR;/ 20 SHANKS, SHEYANNE M & CK M He,al+ll\ Oear Lncc-. Garo-�Wj hurl cJixc,14— ENVIRONMENTAL HEALTH CLEARARANCE DATE 'L\- N -M 040-610-006 03AGO74 SHANKS, RICK 9871 SKIN ESTATES DR, DURHAM AG. BLDG (40'X 60) BUTTE COUNTY DEPARTMENT OF DEVf"LOPMENT SERVICES INSPECTI i N CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2223 Issued: 10/16/2006 Address: 9871 SKILLIN ESTATES DR DURHAM APN: 040-610-006 Permit Subtype: Phtovtaic Sys Grnd Owner: SHANKS, SHEYANNE M & RICK M Applicant: SUN VALLEY SYSTEMS Description: GROUND MOUNT SOLAR MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVEII BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 1 216 Forms/Steel/Holdowns 1 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 ; Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK M COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9871 SKILLIN ESTATES DR Owner: Permit No: B06-2223 APN: 040-610-006 SHANKS, SHEYANNE M & RIC Issued Date: 10/16/2006 By KCG Permit type: MISCELLANEOUS 9871 SKILLIN ESTATES DR Subtype: Phtovtaic Sys Grnd DURHAM, CA 95938 Expiration Date: 10/16/2007 Description: GROUND MOUNT SOLAR Occupancy: Zoning: Contractor Applicant: Square Footage: SUN VALLEY SYSTEMS SUN VALLEY SYSTEMS Building Garage Remdl/Addn 2385 IVY STREET 2385 IVY STREET CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 895-8188 FEE INFORMATION Photovoltaic $384.93 Total Charged: $384.93 Fees Paid: $384.93 Balance Due: $0.00 Receipt No: B142 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SUN VALLEY SYSTEMS CSLB-843515 / / 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 10/16/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION, DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. LL improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED LL}��.,Jt CbNTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or Tess. RI AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS LED, I shall not employ any person in any manner so as to become subject to the Workers' Compensati f California, and agree that if I should become subject to the workers' . _ 10/16/2006 compensation pr A of Section 3700 of the Labor Code, I shall forthwith comply with those er's Sign Date provisions. X I 10/16/2006 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 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, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the y er or am author ed to act on the property owner's behalf. 10/16/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Na Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner F1 Contractor OR; Agent for Owner Agent for Contractor b�'` FILE COPY Lenders Address City state zip UTA E COiJNTY 0 o r DEPARTWN OF DEVELOPMENT SERVICES 0 0 ILDING PERMIT APPLICATION 0O AND SUBMITTAL REQUIREMENTS O OUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 O- =—�� _�� O OFFICE #: (530) 538-7541 C A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWN �t Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name! zSy , irst Name Address 98-1 8 City�v��Q State Zip Phones4-foS-7 Fax 5., C::l F59k_933C.� E-mail ` - , -I- APPLICANT INFORMATION CONTRACTOR Name Address q FS, Address City City C State �� StateC� Zip s4Z Phone � _ Fax E-mail E-mail Lic. # Class Sv .rug Cu 151 APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address q FS, Address City City State �� State Zip Phone F 530 Fax E-mail Planner State License Number APPLICANT INFORMATION Name - Address q FS, Cross yStreet C. - City I Yes State �� Zip gSq Pho Subdivision Name F 530 E-mail Lot # APPLICANT SIGNATURE X IL N For office use only: Zoning - Flood Zone Cross yStreet C. - SRA I Yes No Occ. Type Const. y ' Iv Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT BIN # PROJECT LOCATION AP# 8 9r O -- p —(ac) (P CD PropertyAddress " 5 k- K. City Cross yStreet C. - WORKER'S WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: N 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 required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by: %P Amount: Bldg I I Page 1 of 2 Receipt #:Al& Sheriff ��w / '�'I�O SMIP Date: Other 6, `-y Total �"') . )REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN /NIG ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 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 �.-.ice........:'...:- :.a... �-�••--:I .+. � .,.- � j1 � }• .. '-n - ,' 1� r .,-...:��..:.:.. t�..Y.: � T. ...... �..-.:-�S.ar- �.. x ` . y _ . . � . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO N 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNERs__-�4-le ASSESSOR PARCEL NUMBER Proposed Building Use.`-�/ P` S /Permit Technician: Date: �1 ✓ �YJ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 7 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 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 fnd plans, all in duplicate. L ❑ 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form In 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) iV 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by Cl 18. Soils Report and/or Engineered Foundation required........................................... C319. .............................................................. 20. Fees as shoon wnonl nthe aan ttach d Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permlt......................................................................... ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forest plan approval ❑ paid. Sent by: ........... 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ! ...... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 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: .......................................................... *­* ... * uthorization:................................................................... ❑ 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: nn When issued Telephone � � 2and hold for i I have been informed of the above items and requirements for obtaining a building permit. Applicant:__ -4,-`_x- �� mss- Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re uyr Contractor, design ow" , as advised of the above data by A phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by i Date: Contractor, designer, owner, was advised of the abov d tab ❑ phone, ❑ mail, ❑ counter, by ,Date: Plans reviewed by: ��✓� DatePlans approved by: Date: Structural reviewed by: Date: Structural approved by: <1Date: Note transfer by: dl=nz Date: Yellow: Building Division 'License Detail amount of $10,000 with the bonding company SURETY COMPANY OF THE PACIFIC. Effective Date: 06/01/2004 Page 2 of 2 BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Officer (RMO) CRAIG JAMES HORNER certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 07/27/2004 * * * Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 272-0000209 Effective Date: 10/01/2003 Expire Date: 10/01/2006 Personnel listed on this license (current or disassociated) are listed on other licenses. Personnel List Other Licenses License Number Request Contractor Name Request Personnel Name Reguest Salesperson Request Salesperson Name Request © 2006 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 09/15/2006 License Detail Page 1 of 2 California Home Friday. September 15, 2006 W�Icame to Cal �: r License Detail CALIFORNIA CONTRACTORS -STATE LICENSE. BOARD Contractor License # 843515 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before relying on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P 7.124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. • Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered onto the Board's license data base. Extract Date: 09/15/2006 * * * Business Information * * * SUN VALLEY SOLAR CORPORATION 2385 IVY STREET CHICO, CA 95928 Business Phone Number: (530) 895-8188 Entity: Corporation Issue Date: 07/27/2004 Expire Date: 07/31/2008 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * ClassI Description © GENERAL BUILDING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 6061361 in the http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 09/15/2006 o ` \ | � � ' \ i -- -------- ``` ! � ` �^� ------S0LL|N E5TATF-S WAY --- pV?ppCfMEvr 0 AOQLIc wo?, Department C o u n t 1. J. Michael Crump, Director of Public o f B u 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 ACRE. Project Description: '41� q -s Project Location and/or Parcel Number,L�� IN 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 CaliforniaRegional 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' DEPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL 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 vropertV Icentlticatlon -- - Owner Name APN D14 — 6 l0 •—�C% Y� { Site Addres/ Clty a&� Proiect Twe Single Family Residence with bedrooms ❑ Other (Describe): File Records Review Will the parcel be served by a public/community water system? ❑ Yes "0 ➢ If yes, what is the name of the system? ➢ If no, is there a valid well permit on file? Yes ❑ No ➢ If finalled, what was the date of the final? Will the parcel be served by a public/community sewer syste ? ❑ Yes �No ➢ If yes, what is the name of the system? ➢ If no, is there a valid septic permit on file? �16Yes ❑ No ➢ If finalled, what was the date of the final? Will adequate setbacks to water or sewer systems be maintained? IYes ❑ 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 pito Attached ❑ Floor Plan Attached ❑ Pt 1 Sent to DDS: Part Two: Clearance for Bu' ding Permit Final `' 9 EHS Date ❑ Pt 2 Sent to DDS: Revsion August 21, 2006 . T: AdministrahomForms,Oearsnce 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 ag t8 / ,eases i� 1 ti1'U> I" 7 I � 1 r l— NEW SEF 11C TANK AND -� 'E%IS INC LEACH FIELD PER 011111' Co. (l HAYOARoi HF.AL'M DEPT. I 2Q.-o, LLYf l Y � -SEPTIC TANK APPRO Bµ PROPOSED GOES]' UMP. CO my \ HODS. dl SHOP En I aith ate op j- SiB�SRESIDE.\ I I -- I WELL o ESAE�:CE _ . GARAGE: 1 li%ISIING LEACH FIEl0 i '1 ��itc�nm�nI Ned. = - I E I {- 2006 ► I ENVIR pN SEP 1 $ NTA HEALTH j SEp chic®9 �� ,COUNTyCENT SKILLIN ES71 RTES WAY ER DRI VE S TE PLAN _ NOR-rH 1">30. Butte County Department Of DevelOpinent Sem'Ces °g0T7F° 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone DUNS (530) 538-7785 Facsimile (BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOTiT 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: 3 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 a 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 regulatoryentities that could prohibit issuance of the building permit or r uire 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: \ � -�` -� APN: 04 o —ko- i o --o0(0 - c�O Building site address: gF)Z Permit No.: OC., — 2.2-'Z 3 V-,<-- c_Np�' '1'3?3 �" I have read, understood and accept the terms and conditions as expressed herein submissio the above -referenced building permit application and my signature below SIGNATU APPLICANT DATE as indicated by my 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 k a 7 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O - OWNER- /r 'r C. (�(� ZONING /0 TELEPHONE`/ BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS' / SK coWmACT NAME 1L TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ t , 7 Plan Checking Fee $ BUILDING ADDRESS Y , Energy Plan Checking Fee $ $ PERMIT FEE $ S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE /I•/n� SF % Duplex ❑ Mobilehome ❑ Other Qt SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other l Describe Work: L� Q / ,t �^ aq i Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License p tY P 1 rY P Law for the following reason: ❑ 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. \_9/,`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: ❑ 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. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.5¢FT. NEW CONST9 NON•RESID. MULTI.OUTLET 1. @7.50 OWER APPARATUS a SINGLE OUTLET c,R. EX. OCCU OUTLET OR FDRURES 20 Q 1.00BAL @ .50 Ex. OCCU • FIxED APPES, OR OUTLETS RUMS E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ i Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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 workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 ,. X =+ - -. <�.� �-- �� �f Date .�' J y _ Signature of Applic nt -,,JJ-Owner O,Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL pp HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have J C UA PERMIT EXPIRES ON, the applicable provisions Resolutions to do work been paid. / ,z/I Date _ / k D'e Receipt No.J I- l t.., t,,,7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL 040-610-006 j 1 00-3017 SHANKS, RICH i 9871 SKILLEN ESTATES WY., DURHAM CONTR: ADONAS POOLS POOL MASTER 507-97 �c�t Vr 00-- I T'A t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. { SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D e Signatur > . �- Al { i 1 t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. { SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D e Signatur > . �- V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Readv Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete F AL (Plans) OK except #'s backs -Easements l ; ompaction-Structure Stability Structure; Steel -Connections -Thickness Dead Men -Lining 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance 8 Disconnect lec.; Enclosures; Conduit Entries -Terminals -Listed 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 Cent. 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 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels. Date Card B -y Date Card B-1 Date Car -1 Date Card B-1 Date ff/of F AL (Plans) OK except #'s backs -Easements l ; ompaction-Structure Stability Structure; Steel -Connections -Thickness Dead Men -Lining c. 64tacles and Lighting, Distance-GFI ool Lighting; 15 Volts-GFI 6 lec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. He th Department Approval 1 umb.; Cir. Test -Water Supply Test Light Niche V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalis, Main; Ste at- Bloc kouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53, Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 PERMITS S ! lI ASSESSOR PARCEL NUMBER ',�•• , 0 ,�`f VHV'��1V'nVlll: ZONING BUILDING PERMIT OWNER 6kV1iYk5 i lui TEUEPHONE Y, _1197 SO. SO. FT. OCC. BUILDING VALUATION ES 20,000.00 OWNER'S MAILING ADDRESS +t 71 S. I1J AN ESIAItS 'WAY. UU ! CA CONTRACTOR'S �R 'NAME �y4 � ,'U NAS TELEPHONE CONTRACTORS MAILING ADDRESS 12 PHWUNI RUN U. CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 000 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 22117,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGASDD'7RESS X571DWHAV. CA Energy Plan Checking Fee $ $ PERMIT FEE S250.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ��' SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 15 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installs ❑ Other ❑ Describe Work: G t'ASTER 507-91 Gas piping system 1 - 5 outlets 15.00 Building sewer '15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 35• ELECTRICAL PERMIT Filing Fee 20.00 "OOVOR LESS Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fuLq force and effect. W G t�� License Class OWN Lic. No. OWNER -BUILDER DECLARATION I 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, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance ca_rr.r nd policy number are: Carrier `moi 71F /c^-�/'/� /•� Policy Number (The above sections nee not be completed ifhe permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro .isions-of-section 3700 of the Labor Code, I shall forthwith comp roith Pro 'ions X ! Date `� �'�-� SigrLure' of Applicant - ❑Owner Q ontractor ❑ Agent An OSHA permit is required for excavatio`n's over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO LcooA 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BLDS. 3.5¢Fr. NON.EW RESID. ' MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup. Bn� ®I: o Ex. Occup. ounE°rs PM.) ER/L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PWL 30.00 PERMIT FEE $ • MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 335.00 HAZ. D FE IMP V X FLOOD X CDF X PARCEL X PD HD X UE ► This permit is hereby Issued under the applicable provisions of the Butte CountyCode and/or Resolutions to do work indicated above for which fees have been paid. t �' ,• By �1(r'' '` ' Date r _- PERMIT EXPIRES ON` Date ' ReceiptNo. 1!5(3U&768) /$ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT III 0 NOTES Ws- RESIDENTIAL _J 040-610-006 03-0 24 " PERMIT NO. __SHANKS, RICK 9871 SKILLIN ESTATES, DURHAM t GUEST HOUSE 1 (j4 ' Z77q'! ' h A) 1 i. V SPECIAL CONDITIONS y CHECKED BY - SRA FLOOD CERTIFICATE REQ. FIRE'SPRINKLERS REQ. SPECIAL INSPECTION ITEMS R VERIFY r USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER !f r 1 JOB,FINALED Signature J = �OK 0 = Not OK Not . NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 5. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 7. Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 11. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Braced Wall Panels 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Card B-1 Date Card B-1 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Setbacks -Easements 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements -Setbacks -Easements 6. 2. Footings; Size -Spacing -Marriage Line 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test -Demand -Valve 8. 5. Electricity; MH Test 6. Water; MH Test Health Department Approval 7. Water and Sewer Connected 10. 8. Gas and Electricity Tagged 9. Exits Light Niche 10. License Decals 12. 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 J=OK o = NotOK Applicable = Not Applicable . = Not Ready RESIDENTIAL Date UNDE R (Plans) OK except #'s ng -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ " Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date- 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemw •, Garage; Steel- Blockouts-Wra ed Date 6a. Ho owns and Special Anchors Comments at Final: lab, teel-Wrapped 8. P' s -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date ; ,7.2 3zCard B-1 :LDate Card B-1 Date ', 61j 7 Card B -b Date Card B-1 DatePLU G.(Permi� OK except #'s s Htr.; Vent -Access -Combustion Air Baffle 0XPtW.V; Test Fittings & Anchor -Nail Protection 1, �'nn C.� 1 t Shower Pan: Test. First Floor -Tub Access Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Qa--Etre Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 „ Date ELECTRICAL (Permit) OK except #'s •24--FgOwe & Transformer Clearance -Ins. Protection 2 IecyReceptacles Spacing -Lights & Switches at Doors 26-�§z oxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 2&.-'9_qujp..Ground made up w/Mech Fasteners -Bond Gas & Water A ante Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Sery a -Riser Conductors & Ground Main Disconnect quip. arances Panels-Motors-Mech. Equip. lot s Closet Light -Shower Light -Spa Light me�oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANIC (Permit) OK except #'s 6 ucts Insulation & Support ent Fan, Exhaust above insulation densate Drain & Overflow, Size & Grade Fur ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 . Si s Proper Materials & Anchors 4 Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 . B ring Walls over Girders & Floor Nailing Dr Stop in Walls (rat proof) Fire S ps, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing to (Single & Duplex) Date FRAMING (Continued) 47-Mg-hoers-Post Caos-Anchors-Connectors 45,,Clin2. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4B��ace Ties or Tvoe A Flue-Fireolace Throat Clearance Ic Access; Size & Romex Protection-Dra top -Ins. Baffles drm. Windows or Exiting Doors -Sill H Dimensions 52. Garage Fire Protection Framing hannel roperty Line Firewall & Openings So�A! x Doors -One 3' -Check Garage 3rd Story, 2 Exits Staim;,Width-Headroom-Rise-Run-Landinq-Fire Protection 5ti!1`1lywgad on Roof Overhang -Attic Vents -Rafter Outriggers ,aM5 iding-Nailing Veneer 58. Stucc esh-Drip Screed -Fd. Vents-Underflr. Access 5 azing Area -Glass Protection -Skylights -Plastic 60. Shear W Is: Nailing -Bolts- . _ - Date�� - Card B-1 . l/ Date Card B-1 Date Card B-1 Date. Card B-1 Date FINAL P s OK except #'s 6 xt. eos-Door & Sideliaht Protection-Landinas �Y• rnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 92lec. Trim & Subpanel, Breaker Sizes & Labels 0. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. E�. utlets at Wood Panel, Int. & Ext. Kit. Fjxt: & Appliance; Ground -Air -Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 7: Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga e; Above Floor-Mech. Protection 74--P6.; Elec. & Mech. Equip. Listed for Location 79. Elep�eptacles in Garage (F.F.I.)-Romex Protection 8 . nsulation-Foam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ CLeargn-ce Looked underPeor O Yew Following Instld.!Drive Oc es O No/Walks es O No/Planters O No 84. Stucco Brown -Finish ( 85)A.C. Unit Disconnect, Electrical -Plumbing /86,Wents 06ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87�t>•fa ell, Disconnect, Electrical, Plumbing 8,. xt or Elec. Trim, G.F.I. Receptacle -Underground tilalien Throughout House 9jYCoR'ections from Previous Inspections G Test -Meters Tagged, Gas -Electric er &.Sewer Connected -C/O to Grade -HD Approval 94' E gy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i COUNTY OF BUTTE - DEPARTMENT OF�DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 fP�ERMIT NO; (Rev. 12/96) APPLICATION AND PERMIT ,� (/ Doz,H ASSESSOR PARCEL NUMBER 040-610-006A-10 ZONINGBUIL61NGPERMIT OWNER S%WIXS, SHEYANK- & 8t R TELEPHONE 3'99-1057 SO. FT. OCC. BUILDING VALUATION ^^ R 89 OWNER'S MAILING ADDRESS 98710 SKILLIN ESTATES, DURMI 95954 CONrRACTOR'S NAME c 41& TELEPHONE -17A� 112 1:716.00 :., CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ XMIMMM 35 412.W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ '20.00 Permit Fee $ 323.50, ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ q' BUILDING ADDRESS t SUILIN WrAM WRHA11� Energy Plan Checking Fee $ .M $ 4 PERMIT FEE $5716.78 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 41 7.00 .8.6 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition P. Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N&I GUEST HOUSE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00:5.(n Mobile Home I S I G I W 920.00 PERMIT FEE S 108.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00214,M LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyJaffirm under penalty of perjury that I am exempt from the Contractors License Lavey for the following reason: ',El- I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. stns. SO 3.50a NN W p Ns . MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUILEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.50FIXTURESBAL Q .50 FIXED APPLNS. OR Ex. Occu . ovrLETs RESID, EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 735.1 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 1 20.00 Heating 15.00 Cooling 15.00 Hood NTA 6.50 Ventilation 1 4.50 4.50 PERMIT FEE S 54.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers,..compensation provisions of section 3700 of the Labor Code, I shall forthwith cc fy with those provisions. X Date Signature of ApplicantOwner ❑ Contractor ❑ Agent An OSHA permit is requi ed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 1$46.00 OCC CONST. TYPE TOTAL FEE $ 858.94 HA2. p,p S IMP FLAOD CDQ I PARCEL I PD I HD =ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. � Date �13 QY I I' La ,►I PERMIT EXPIRES ON ReceiptNo. W5796 3(J2.1'K1f %L �� :'�1'1�,n, ��� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INS51ECTOR GOLDENROD -APPLICANT 0 1 CertainTeed,M �A ..� Builders Statement InsulSafe 4:� Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name PCA \2® b Home Address A��k_s 6 —,,9,7 Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) f . Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM I ,�.. SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft of net area: Contents of bag should not cover more than: (sq. ft) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27 0.986 22 49 29.6 t 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 `. 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 i 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION a • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each' R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 e R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE ✓) BAGS USED BATTS/ROLLS (✓) � y CEILINGS ^ SVC / WALLS 19 S O, FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION a • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each' R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 e ■ Manufacturer Insulation Fact Sheet CertainTeedM This is CertainTeed Corporation I nsu Safe 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1.000 SQ. FT. MAXIMUMi SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1012 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'2 11 6.6 151 0.179 4 3/4 R -values are -determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 77/4 22 27.2 37 0.733 5'2 16 19.8 51 0.533 4 15 17.9 56 0.484 31/8 14 17.3 58 0.467 372 READ THIS BEFORE YOU BUY What you should know about R -Values. ' The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation,. it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. > 0 • TO: FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM BUILDING D RELEASE ENV/HES ,E NVIR. HEALTH, CHICO BUILDING FINAL FOR: OWNER NAME: S,�Za Ak_s SEPTIC: WELL: AP#: Q —610— 00( ADDRESS/LOCATION: 4-0%6 Comments: GL/memos/releasehold 2� �l TO: FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM VIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: / �� SEPTIC:t/ WELL: l GUmemos/releasehold 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the < i 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 thi office immediately. t al 't[ j.2 • Lf 7 3 • .uT =4 l Date inspector' REV 10/92 �+ti 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 R U - (0 YZ(-/ 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 yp have any questions pertaining to this matter, or need additional explanation, leas con his office immediately. r � t(� 5� (�J/G dv Q, C Ct C C e S5 (,o P OL -t0 t n5L,, k4c V1 C �j�L2, �1- I;✓,n 4✓E h l 6111 1fA[91j7-1"*0 tom, BUILDING DIVISION y DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 . y CORRECTION NOTICE Y, &AEfi PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and shouWbe corrected. Please notice this office when correction of work is s completed. If you hav��any questions pertaining to this matter, or need additional explanation, 4 please contact this, ice immediately. ME ./rr . (' _ '`'n'`_yi•v.. �. .r«.- .. y,..y y.ic -'�t� +7�.J"' "'�. �Yi.^_�'."j'�".— �,'aA"'� ���. �...�. i"�`a"4'�A. k 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 I��ao✓s O b J74y'6 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 u have any questions pertaining to this matter, or need additional explanation, please conta this office immediately. — . `O n_ a "J ✓I A 0,4 r'g CO S e f D Date �y Inspector REV 10/92 1 i S„i�i✓..�1.:� J,, y -'�'.' r � � Y"�,j ... �+'!. ....F ,;: .y-ti� � �,�3 'r, i -.l .ti 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 SVAI-V,�S 0a-11-2�� 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 ou have any questions pertaining to this matter, or need additional explanation, please cont4et this office immediately. Zkl WAV/7 S401� Si �-11/1 / L /Yii t: COUNTY OF BUTTE BUILDING DIVISION! 'DEPARTMENT OF DEVELOPMENT SERVICES Y'- 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 - r CORRECTION NOTICE 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 t¢i's office immediately. ali 0 Ira -/>o' OZ10K 141' 141l� COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWN " R " PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date v / Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 /. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 �4-a7PERM NO. (Rev. 12/96) APPLICATION AND PERMIT %7- ASSESSORPARCELNUMBER ZONING BUILDING PERMIT OWNER TELEPNO —�� SO. FT. OCC. BUILDING VALUATION . OW S MAILING ADDRE , I �- 1{ CO ' CT ' NAME , IWv TELEPHON C RACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �- Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME --EL MAP PLUMBING PERMIT FilingFee 20.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome 13Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Re odel Utilities ❑ nstalation ❑ Other Al Describe Work: ., z a4 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �I, as owner of the property, am exclusively contracting with licensed contractors `" io construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall ot employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o ly with those provisions. X _ Date —ol- —0 gnature o A licant Owner Contractor L1Agent An OSHA per '' required for excavationsover 5'0" deep and demolition orconstruction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DwELUNG OCCUP. so OR ADDNS. ( b ACC. BLDS. 3.5¢FT. NOµR61oT MULTI.OurLET @7,50 APPARATUS, 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES, BAL Q I. 0 Ex. Occup. DUTL D .M.OE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work 4indicateove for which fees have been paid. ^Date PERMIT EXPIRES O r1 D to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.$.-1 OWNER -BUILDER VERIFICAUMN Attention Property Owner: An "owner builder' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing -and issuing your building permit No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of th.e proposed property ' vement: YES� NO 132 IHAVro HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed const mallow NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major wor]c NAMX: ADDRESS: CITY: PHONE: CONT'RACTOR'S LICENSE NO. . �� . ' � e� - � - � ' � �• r � w . - • e r :.e �e__•�•� e = e e • e d= e z z -e c - S —0 TUU Owner -Builder Peri 7cation is requ&ed by Section 19831 and 19831 of the California Heafth curd Safe€y Code, T Itis verification must be completed and OAR BUILDER INFO ATION Dear Property Owner. sp ech baa far a bmlding P� bas been submitted m yon name lishag yourself as lite bMU= of ProPMtY ecL Foryo urPrat You should be aware dial as now=-bw'der" yon, are the responsible party ofrecord on such a Pim Bni(ffngfyou Pw are nbtbeing required to be signed by property owners unless they are personalty Performing own work- If your waric is being p by sane other than thea liabilisy if that person applies for the y°u�e you P yourself from possible ProP�P� is his or her name. license � are by law to be licensed and bonded by the State of Caiifomia and to have a business apply- or co T are also by lav to put thea license number oa all pedis for which they Ifyou plan to do your own warp be awWitt the exception of various trades that you plan to subcoatra t; you shotild are of tine following information fc)r your benefit and prom: + ifyou employ ar odwwfse engage any persons other than your innmedrate famfly, and the wad (mclnding mateaials and otiher casts) is M0D or more for the entire prcdactand such persons acmm, Bien you may be an employer. are not Iiceased as cam s'ubc�or ♦ If you are an eiuPbM you mst register WA fie State and Federal Go vmmenft subject to seveaal obhgatiaas mchdmg state and Mad mcame tax wig as � employer and yon are wailers C°mPmsmmice, dbabii y �ce co d pm social security �, + There may be fmaacial ridirs far ' compeasatioa cams. Y� if3' oat cry ip obiigmims, anterse risks are with. respect to workea's � ;atn t d especially sextons ♦ FcIrmore s wdm' aboutyowobiipb=underFed-alLaw ifyon wish; tiie U.S. SmaIl Business . cMract d� I1 Revenue Seavice (anc� Sime Law, contact the Department ofBmefrt • a Fourmare sp-.,cific in m about you=' obligations under Payments and fre Division ofFnd=UW Aocidurts- if the Stud= is intended for sale, propMly owners who are not licensed work personally or through their ova employees, without a 8M no d yrs are allowed to perSDrm their conditions. coniractar or subcont-dctor, only under Iimited A frequent Pace of imhcensed P=our Pmfi=bg to be contrm:t s is to secure as P 'PbiUg that Ste prvpezty ovaar is prvniding bis or her own labn�r and owner bui7dea" building permiLt are not required to be signed by owners metal Ply. Building moa about wed the or am Pig their own wok personally. maybed by State License caamamity or at 1020 N Stream Sagam�q CA. 858145814.. Board is Y= Puce campl a the 'OW= B'MW VaZIBOR Oe on the reverse side of this fig so that We can confines that you WO aware of &Mmatteas. The bml� P� WM not be issued until lite verifi caticm is retry „ OTS• Z I a 0wner 8MId,erregzured,6Y SW *n ISn0of&e CaFrforxfa geai�r mzdSafety Codes COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-610-006 ZONING BUIL61NGPERMIT OWNER SHANKS SHEYANNE & RICK TELEPHONE 899-1057 SO, FT, OCC. BUILDING VALUATION 498 R 26,892-00 . OWNERS MAILING ADDRESS 98710 SKILLIN ESTATES DURHAM 95954 CONTRACTOR'STN77AA�MME7�E�+p OYVLVL:J.\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 35 412.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee s 323.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 910-28 BUILDING ADDRESS 9871 SKILLIN ESTATES DURHAM Energy Plan Checking Fee $ 2-3-00 PERMIT FEE $576.78 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 41 7.00? -8. 00 Solar or heat pump water heater 23.00 Water piping 15.00 L5. OCA Each as water heater or vent 15.00 L5. 00 TYPE OF WORK New ❑ Addition [;( Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW GUEST HOUSE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 5.00 Mobile Home S G W @20.00 PERMIT FEE $ 108,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law � for the following reason: Tomas owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. BLDS. SO n 3.5¢FT. 5O.6{0 NOµHOESID. MULTI.OUTLET 97,50 OWER APPARATUS b SINGLE OUTLET CIR. EX. OCCU ourLEr OR FIXTURES SAL @ t. 0 Ex. Occup. oimEEDTSA AEn.) E.1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 73.66 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' co sation laws of California, and agree that if I should become subject to the orke ompensation provisions of section 3700 of the Labor Code, I shall forthMcowith those provisions. _ Date gnature if Oplicant 7 Owner ❑ Contractor ❑ Agent An OSHA pe it is requi d fo excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling15.00 Hood NIA 6.50 Ventilation 1 4.50 4.50 PERMIT FEE s 54.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE OTAL FEE $ 858.94 HAZ. D. F IMP �oOD D PARC S4etD s 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. ` J.P. Date PERMIT EXPIRES ON D to Receipt No. 'n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK- NS CTOR GOLD NROD-APPLICANT �wC.���::;)''���+''���Jags�,1.�h.?s�"=��$•'���r47nti�'n"�'-7Y'r;+,�r.��,��,pi�,,,r:th.- 1°�� �-+,l �iT�"��IV�'fw;`'+�--1�,�::+�,.•,r+�'�.dn ISA A� {• .• � r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r 7 County Center Drive, Oroville,CA 95965 Phone (530)538-7541 Fax (530)538-2140 w PERMIT APPLICATION DATA SHEET /^ U , GU eo OWNER: �-� ASSESSOR PARCEL NUMBER (/ `�'`� W Proposed Building Use: Counter Technician: Date: 3 Items required in ord t) apply for a permit. All boxes MUST be checked OR meed ed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. r7 4. Engineered truss details and layouts in duplicate. No faxes! /5. Energy compliance design and supporting documentation in duplicate. �❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. 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 b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will b indexed and returned to the plan review line-up when required items are received. Date Received By ' ] 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ �j 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 gaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ............................. .......�s *7. Statement of Intent for Non -heated and A/C Buildings ............................... .....c.Sanitation and plot plan approval from the Environmental Health Department i �/q -03yfts City of Chico Plumbing permit......................................................................... AXCalifornia Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: (B)Parking: (C) Parcel Check:S�i�$�Q/�/143j ❑ 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) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured 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 Telephonend hold for pickup. f I have been i4rm-e -fh above items and requirements for obtaining a building permit. Applican . Date: 1. Index permit application for the above items numbered: X j 2. Additional items required Plan Check Letter Contractor, designer, owner, was advised cf the above data by ❑ phone, n mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count r, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date. Note transfer by: Date: ` E.H. USE ONLY Piot Plan a Aetech Floor Plan Attaslsto d Sent to B.D. /V0 ?IIE / TO: Building Department O FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for Clearance for Hold final for: NOTE: : Sewage Disposal J dwelling. Other Water Supply: Public Private Well Environmen al Health Specialist �-v3 Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 Z�4V SCHEDULE OF FEES DUE r OWNER A.P. # l 4' P OPO SED BUILDING USE DATE RECEIPT # DATE REC. G 1. BUILDING PERMIT FEES l Balance Due ....................... $ Additional Fees Due ................. $ ' Additional Fees Due ................. $ 1 Revised Plan Checking Fee $ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) �%p/,•.�v �� 9-2-o 3. SHERIFF FEES (paid at Building Divis'on) Residential ...................... x $360.00 Un is Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEE (paid at District Office) (Available after Plan Check),�,` 6. THERMALITO DRAINAGE DISTRICT F $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION 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) 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 changed durin n checking process. APPLICANT DATE Pursuant to Government Gocre 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) I i BUTTE,COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �"'�j'�)1 - `/• (One form per Building) School District Building Department No. A.P. Number vJurisdiction: City County Property Owner--�ln/��(��\ Property Location/Address Subdivision Lot No. CrI91 ..................: Residential Development No o Living Mobile Home Addition/ Supplemental to Units Installation Conversion Permit # '(No foundation inspection; Com mercial/Industrial 0 New Addition P/ Representative Sq. Footage (Group R) Sq. Fo a62e �J / (in' tTdir��„€xteri r' Roofed Areas} tt Date ' s(Floor Plans reviewed by School District Personnel) District Identification No. a.c 3_ L Dk2 ��JVAJ / F /6'D School District certifies that l0- .5he-nA Wes _ ( (Applicant) �� 9�7/ /V 8:5 8Srx9r-C- S F 9 (Street Address) (Phone Number) DU 2 4" C1h 95-f 3 �? (City) (State) (Zip Code) has complied with the requirements of Resolution No. -a by payment of $ (�lo,S• % .? representing 7 v square feet. AB 2926 $ FULL MITIGATION $ School District Representative Paid by Check # 3 6 5 % Remarks: Date 5-2-03 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) • feeform.xls (10/98)dmm ".x`l*J�si�l%'�•�6.i.�7j-�"'vr•Sr�Y'�•'�. �.A:1��'�rt .(1,v�-`�K L9{�a�t"�t�1XtT.T'}.A,•,7��w'lt=,�},r"'if�itN�'�W-''ikY �.•-r'^"Lck1...r'.`Ott'�"Yt.-.r^"ir-1:Y.•�,r`�r+7�dy"�'�'."'�1',�'�`/�'�".. `t S(,. BUTTE COUNTY PARK FACS —Ir' FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): UI d U o Property Owner (s): VY� Project Location/Address: Subdivison Name: Type of Residential Development (check one): Assessable Square Footage: �* U. New Development ❑ Alteration/Addition Mobile Home (s) l l� • Comments: Building Di Lv� e*, Representative U Non -Residential to Residential i Date y Durham Recreation and Park District (DRPD) certifiesCthat � IC k Sh 6k k,.S Applicant Name Applicant Phone Number Street Address . Ch I GJ City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 4c1 square feet at $ 1.04 per square foot for a total payment of$ 51-7.`l2 C� ► �S DRPD, epresentative PAID BY CHECK No.: BANK No.: 9 JJ A - PAID BY CASH: RECEIPT No.: -� I Remarks: y5 -u2 •v3 Date • DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive , Oroville, Caiifornia 95985 ► Telephone 536-16 - P.MAT 140. APPLICATION AND PERMIT �ss�soarw►eErus®m �,`'v l i �Q a'�+o BUILDIP4GFERMiT t4,� s " Fr. o= suELowG vALUnoN Nam m =mJm O�AMMMX mcip 8 luLm imorm �-r oa •gt=C= OR 8UMMM MUM A=M3t � 1.N Brim MWE USEOFS TRU=RE SF'y Duplex D Mobflehome 17 Other - r.. ■ Ger :� ' _ � n ■ 1m,� ■ n I - � ■ ■ 7 = ■ *?BkAZT FEE Pub SRA ell 0vHT i-EacezvED $_L, -(9\ r�rep�ece � - MOO Servi= am To so=% 4LOD i otat Yalua9on s S5f.Fs. sm. MUM. T �7SD Frim Fee S > nce on Fomfim ou 20.5 Pam& Fes S.DD wary Serves Z Pian che:Uma Fee MOD V . 28.DD chwgy Pian Cheng Fee PERWn FEE S AECHAMCAL PERMIT Filing Fee 20. DO ng J PEmrT FF—d S 6,50 PL.UMBIN" •PERIST I Filing Fee 20.00 Each Trap 7.D Soler or hoax ptanp water heater 23.00 We1w Pig 15.00 --� Each gas wet3r hem2w or vent t S.DD -� C-= 1 -5 aattlets t S.DD S - - gu�m sewer 1 S.DD hjj,5Y1g g S G W @20.DD Pm T f 4 S SW= ;a oa Egg, MOO Servi= am To so=% 4LOD U" ' HL : aapaA. arw oaa : f !L'AS S5f.Fs. sm. MUM. T �7SD POMM APPAR010 A Sas ouRSr Cm > nce on Fomfim ou ®+ LAD s� c D. MA%M °p S.DD wary Serves MOD e Horne Facmes MOD wrcm 28.DD PERWn FEE S AECHAMCAL PERMIT Filing Fee 20. DO ng J 6,50 F HMO 6rst�n Fee S ape a= Fee S M. if TOTS cE STO � Km sero cow� d�I FL d is hereby issued uric ffre appli=ble provisiorm ufYe Cour► Code and/or Resoiu6ons to do wwk above for whir fees have been paid Date eA.uQar.A.=MS;0a v1M_X-WZPRi6F1 SMIME �1ROD-APPLOA►tT�1r"dES ON ��j O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property im. rovement : YES NO ❑ I HA HAVE NOT ❑ signed an application for a building permit for the proposed work. I have c ntr ted with the following person (firm) to provide the proposed construction: NAME: DRESS: CITY: P ONE: CONTRACTOR'S LICENSE NO. 4. I pan to provide portions of this work, but I have hired the following person to coordinate, supe se, and provide the major work: N ADD S: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will providC some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:),� --------------------- DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.-1 An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work.personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. " M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California health and Safety Code, OVER BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P^ RMLT NO. �4 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ' ASSESSOR PARCEL NO. C j _� �1 \CJ ZONING A26 OWNE L its PHONE NO. C OWNER'S QDRESS f f LOCATION OF BUILDING c USE OF BUILDING v , SIZE OF STRUCTURE , Z�l� ' X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME —41 STEEL CONCRETE OTHER (Specify) TYPE OF SIDINGROOF COVERING FLOOR TYPE 0. /77) �-�JV ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: SS �w''�"` 2'•0 FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq.,ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with a requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. ;8 7&3 ��F L D PAR P.D� ROOF ri Manager Bu' ing Division `/ /v/ By r�� °6 l Date � /S White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant E.H. USE C Y Pitot Plan Attached Raw Plana Sent to ®.D N. lY TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well L,--' Clearance for dwelling. Other Final clearance O.K. for: NOTE: r Environmental Health Specialist Date 8/96' Environmental Health FEB - 5 2002 Chico, California February 4th, 2002 To: The Butte County Health Department From: Rick Shanks Re: Letter of intent for the office/shop in the garage 9871 Skillin Estates Drive Durham CA 95938 To Whom this may concern, The office/shop area in the garage has been designed for exactly that. This area is not intented for any type of living space. Should you have any questions regarding this matter, please contact me at 899-1057. Thank you, Ric s i Built up dirt area to divert flood irrigation water J 5 killin Estates Drive 9 feet from the septic tank to the "D" boxes center"D"box \ Septic Tank i 14 feet from the corner of the \ septic tank to the comer of the 9871 Nth Skillin Est Lot # 6 -OO8 at� Drive . 22 feet from the comer of the septic tank to the corner of the garage As Built ---9871 Skillin Estates Drive Environmental Health JAN 3 1 2002 Chleor California "Ouse /I Built up dirt area to divert flood irrigation water at the pasture fence line I E'a fte Co LAND OF NATURAL W E A L T H AND BEAUTY `LS BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RICH SHANKS Re: Building Permit # 00-3017 9871 SKILLAN ESTATES WAY Expiration Date: 12/27/01 DURHAM, CA 95938 A.P.# 040-610-006 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ X] Permit work started, but not completed. Permit may be renewed for '/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the C'RTC'D office. Thank you for your prompt attention concerning this matter. Y,Qyrs very truly, C. Vie`ira, C.B.O. -, Building Inspection CC: ADONAS POOLS, 12 PHEASANT RUN CIRCLE, CHICO, CA 95973 MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 satte Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1746 Expiration Date: 8-10-01 A.P.# 040-610-006 RICK AND SHEYANNE SHANKS, 9871 SKILLIN ESTATES DR, DURHAM With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments CC: RMS BUILDERS Chico Office - 411 Main Street, Chico / 891-2751 a' Jr,l) WHEN RECORDED MAIL TO: UTTE COUNTY BUELDING DMSI0r:' 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 10 I Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:12PM 10 -Aug -2000 REC FEE 7.00 CONFORM .00 Nikki Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ORDER NO. BU -179326 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBE) AS FOLLOWS, PARCEL T, LOT S. AS SHOWN ON THAT CERTAIN RAP ENTITLED, 'SKILLIN ESTATES', WWI CH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SUITS, STATE OF CALIFORNIA, ON JUNE 27, 1991, IN BOOR 122 OF MAPS, AT PAGS(S) 56, S7, 58, 59 AND 60. RESERV3NG THEREFROM AN HAS04MT FOR INO$BSS, EGRESS, SUPPORT AND STORM DRAIN OVER SBAHHOW LANE AND SRILLIN WE%ATSS DRIVE AS SHOWN ON THE ABOVE MAP. ALSO RESERVING THEREFROM THOSE CERTAIN STORM DRAIN EASEMENT AND IRRIGATION DITCH BASEMENTS AS SHOWN ON THE ABOVE MAP. SAID EASEDRNTS ARE FOR THE BENEFIT OF AND APPURTENANT TO I= 1 THRU 12 OF SAID SUBDMSION. Date—S- I Q CX) PROPERTY OWNERS: State of California County of THIS OM IS MADE AHD ACCEPTED UPON TRB CDVEDAN S, CONDITIONS ASID RESTRICTIONS AS SET IOKTSIN THAT CEE= DECLARATION OF RESTRICTIONS RECORDED JULY 30, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-30874, BUTTS LOU , CALIPOENIAJ ALL OF WHICH ARE INCORPORATED HEREIN SY AEPEU4NC8 THERETO WITH THE SAME FORCE AND 6PPECT AS THOUGH PULLY SET FORTE HEREIN AT EM=TH AND GRA=DCE BY ACCEPTANCE OF THIS DRED APPROVE, ADOPT, RATIFY ADD AGREE TO TIM TERMS OF SAID DECLARATION. APS, 040-610-006-000 personally appeared e C*e, Nil . 5h A V1 k rl d 5V1 e u g n h L M. S h y h k_ uersonally known to me (or proved to me on the basis of satisfactory evidence) to be the erson(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies); and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. JENNIFER MACKALL Signature1(4 Seal: ° COMM. ! 1158505 D to nozAar Puaje-MroAnu aCOUNTY OF BUTTE w A.P. # 1, V -b._� `p gay Gomm. Expina Oct. 12, 2001 I GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E"; CHICO CA 95926 (916) 8943719 PROJECT: 1 have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 Project Address........ ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... it Compliance Method...... MICROPAS5 v5.10 for 1998 Standards (go -1-7 Bu g g.e,Fmit ��jj,00 Plan Check Date Field Check/ Da e by Enercomp, Inc. MICROPAS5 v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Shanks Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3279 sf Single Family Detached New Front Facing 295 deg (NW) 1 1 Raised Floor 20.8 % of floor area 0.59 Btu/hr-sf-F 0.65 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Typical Door n/a R-0 R-n/a R-0 0.330 Foyer, Garage Wall Wood R-13 R-0 R-13 0.088 Shop, Garage Roof Wood R-11 R-27 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical S1abEdge n/a R-0 R-n/a F2=0.760 to Outside S1abEdge n/a R-0 R-n/a F2=0.510 to Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 4.0 0.600 0.650 Standard Standard Yes Window Front (NW) 4.0 0.600 0.670 Standard Standard Yes Window Front (NW) 4.0 0.600 0.650 Standard Standard Yes Window Front (NW) 40.0 0.600 0.650 Standard Standard Yes Window Front (NW) 9.0 0.600 0.650 Standard Standard Yes Window Front (NW) 6.0 0.600 0.670 Standard Standard Yes Window Front (NW) 1.8 0.600 0.670 Standard Standard Yes Door Front (NW) 4.3 0.550 .0.650 Standard Standard Yes Window Front (NW) 1.8 0.600 0.670 Standard St �- �Ccowes Window Front (NW) 50.0 0.600 0.650 Standard St a Yes Window Front (NW) 9.0 0.600 0.650 Standard Yes Window Front (NW) 35.0 0.600 0.650 Standard dkAW ®EPAF,iYes A- PP RO V L.,.) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPASS v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Shanks Residence FENESTRATION Over - SLAB SURFACES Area Slab Type (sf) Standard Slab 340 AIII.-G DEPARTMEN APPOV Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 8.0 0.600 0.670 Standard Standard Yes Window Front (NW) 8.0 0.600 0.670 Standard Standard Yes Window Front (W) 4.0 0.600 0.650 Standard Standard Yes Window Front (W) 4.0 0.600 0.650 Standard Standard Yes Window Left (NE) 4.0 0.600 0.650 Standard Standard None Window Left (NE) 4.0 0.600 0.650 Standard Standard None Window Left (NE) 6.0 1.040 0.760 Standard Standard Yes Door Left (NE) 17.8 0.550 0.650 Standard Standard Yes Window Left (NE) 35.0 0.600 0.650 Standard Standard Yes Window Left (N) 15.0 0.600 0.650 Standard Standard None Window Left (N) 15.0 0.600 0.650 Standard Standard None Door Left (N) 20.0 0.550 0.650 Standard Standard Yes Door Back (SE) 17.8 0.550 0.650 Standard Standard Yes Window Back (SE) 6.0 1.040 0.760 Standard Standard Yes Door Back (SE) 60.0 0.550 0.650 Standard Standard Yes Window Back (SE) 9.0 0.600 0.670 Standard Standard Yes Door Back (SE) 100.0 0.550 0.650 Standard Standard Yes Window Back (SE) 15.0 0.600 0.670 Standard Standard Yes Window Back (SE) 50.0 0..600 0.650 Standard Standard Yes Window Back (SE) 10.0 0.600 0.670 Standard Standard Yes Window Back (SE) 4.0 0.600 0.650 Standard Standard None Window Back (SE) 4.0 0.600 0.670 Standard Standard None Window Back (SE) 4.0 0.600 0.650 Standard Standard None Window Back (SE) 20.0 0.600 0.650 Standard Standard Yes Window Back (E) 4.0 0.600 0.650 Standard Standard Yes Window Back (E) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 4.0 0.600 0.650 Standard Standard None Window Right (SW) 4.0 0.600 0.670 Standard Standard None Window Right (SW) 4.0 0.600 0.650 Standard Standard None Window Right (SW) 4.0 0.600 0.650 Standard Standard None Door Right (SW) 20.0 0.550 0.650 Standard Standard Yes Window Right (SW) 20.0 0.600 0.650 Standard Standard None Window Right (SW) 4.0 0.600 0.650 Standard Standard Yes Skylight Back (SE) 4.0 0.940 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 340 AIII.-G DEPARTMEN APPOV k . t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPAS5 v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Shanks Residence HVAC SYSTEMS AME O J M UING DEPARPR'= � '�• ate., .: { y ,.� 4 P Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External Tank Type in Energy Size Heater Type Distribution Type System Factor (gal) Insulation R -value Storage Gas Recirc/ 1 0.58 50 R- n/a u m o I l cher !/1l Cp%JF/I7% 0 Oo REMARKS CEC default U -values fenestration. the Owner has and default C -values were used for all Fixed windows were given a 0.60 U -value so that the option to use operable windows. Energy forms were revised on 07/09/00 to include 340 square foot Shop (with Hall and Bath) as conditioned space. AME O J M UING DEPARPR'= � '�• ate., .: { y ,.� 4 P CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPASS v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Shanks Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... 530-894-5719 License. -r/ Signed.. q A /11r) ( a e) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. OCJLOv� - � 7/9 �oo (date) AMM A'FPRuvEu- uv MANDATORY MEASURES CHECKLIST:. RESrIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(x): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-19 & R-13 framed walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water By Contractor tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL1818 and other applicable specified tests for longevity given in Section 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. By Contractor Residential Compliance Form }} �y July 1, 1999 %XDJr\1G ti Ppir � ,A LI K MANDATORY MEASURES CHECKLIST:• RESrIDENTIAL (Page 2 of 2) MF-iR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. By Contractor 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 PA rot Add Durham, California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Building Permit Plan Check /-Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Shanks Residence Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 19.26 19.35 -0.09 Space Cooling.......... 16.57 15.46 1.11 Water Heating.......... 8.69 9.41 -0.72 Total 44.52 44.22 0.30 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3279 sf Single Family Detached New Front Facing 295 deg (NW) 1 1 ReducedYear Raised Floor 1 30740 cf 340 sf 20.8 % of floor area 0.59 Btu/hr-sf-F 0.65 9.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 3279 30740 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2 S ' °nl rd� No :WNG DEP � ' ��rR()V COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPAS5 v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Shanks Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 790 0.065 17.8 295 90 Yes W.19.2X6.16 Typical 2 Door 16 0.330 0 295 90 Yes None Foyer 3 Wall 142 0.088 13 275 90 Yes W.13.2X4.16 Shop 4 Wall 509 0.065 17.8 25 90 Yes W.19.2X6.16 5 Wall 230 0.088 13 5 90 Yes W.13.2X4.16 Shop 6 Wall 597 0.065 17.8 115 90 Yes W.19.2X6.16 7 Wall 112 0.088 13 95 90 Yes W.13.2X4.16 Shop 8 Wall 30 0.088 13 95 90 No W.13.2X4.16 Garage 9 Wall 516 0.065 17.8 205 90 Yes W.19.2X6.16 10 Wall 260 0.088 13 185 90 No W.13.2X4.16 Garage it Door 20 0.330 0 185 90 No None Garage 12 Roof 3805 0.025 38 n/a 0 Yes R.38.2X4.24 Typical 13 Floor 2939 0.037 19 n/a 0 No FC.19.2X8.16 Typical PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14 S1abEdge 55 0.760 R-0 No to Outside 15 S1abEdge 31 0.510 R-0 No to Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 4.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 2 Window Front (NW) 4.0 0.600 0.670 295 90 Standard/0.76 Standard/0.68 3 Window Front (NW) 4.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 4 Window Front (NW) 40.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 5 Window Front (NW) 9.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 6 Window Front (NW) 6.0 0.600 0.670 295 90 Standard/0.76 Standard/0.68 7 Window Front (NW) 1.8 0.600 0.670 295 90 Standard/0.76 Standard/0.68 8 Door Front (NW) 4.3 0.550 0.650 295 90 Standard/0.76 Standard/0.68 9 Window Front (NW) 1.8 0.600 0.670 295 90 Standard/0.76 Standard/0.68 10 Window Front (NW) 50.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 11 Window Front (NW) 9.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 12 Window Front (NW) 35.0 0.600 0.650 295 90 Standard/0.76 Standard/0.68 13 Window Front (NW) 8.0 0.600 0.670 295 90 Standard/0.76 Standard/0.68 14 Window Front (NW) 8.0 0.600 0.670 295 90 Standard/0.76 Standard/0.68 15 Window Front (W) 4.0 0.600 0.650 275 90 Standard/0.76 Standard/0.68 16 Window Front (W) 4.0 0.600 0.650 275 90 StandardZ40"76. Standard/0.68 17 Window Left (NE) 4.0 0.600 0.650 25 90 Standard/0.76 Standard/0.68 18 Window Left (NE) 4.0 0.600 0.650 25 90 StanB�rd/�0,:7.6 Standard/0.68 19 Window Left (NE) 6.0 1.040 0.760 25 90 Standar %0't7`6''�Staridard/0.68 20 Door Left (NE) 17.8 0.550 0.650 25 90 Standard/0-7 tandard/0.68 PW" "!N COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPASS v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Shanks Residence FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 21 Window Left (NE) 35.0 0.600 0.650 25 90 22 Window Left (N) 15.0 0.600 0.650 5 90 23 Window Left (N) 15.0 0.600 0.650 5 90 24 Door Left (N) 20.0 0.550 0.650 5 90 25 Door Back (SE) 17.8 0.550 0.650 115 90 26 Window Back (SE) 6.0 1.040 0.760 115 90 27 Door Back (SE) 60.0 0.550 0.650 115 90 28 Window Back (SE) 9.0 0.600 0.670 115 90 29 Door Back (SE) 100.0 0.550 0.650 115 90 30 Window Back (SE) 15.0 0.600 0.670 115 90 31 Window Back (SE) 50.0 0.600 0.650 115 90 32 Window Back (SE) 10.0 0.600 0.670 115 90 33 Window Back (SE) 4.0 0.600 0.650 115 90 34 Window Back (SE) 4.0 0.600 0.670 115 90 35 Window Back (SE) 4.0 0.600 0.650 115 90 36 Window Back (SE) 20.0 0.600 0.650 115 90 37 Window Back (E) 4.0 0.600 0.650 95 90 38 Window Back (E) 4.0 0.600 0.650 95 90 39 Window Right (SW) 4.0 0.600 0.650 205 90 40 Window Right (SW) 4.0 0.600 0.670 205 90 41 Window Right (SW) 4.0 0.600 0.650 205 90 42 Window Right (SW) 4.0 0.600 0.650 205 90 43 Door Right (SW) 20.0 0.550 0.650 205 90 44 Window Right (SW) 20.0 0.600 0.650 205 90 45 Window Right (SW) 4.0 0.600 0.650 205 90 46 Skylight Back (SE) 4.0 0.940 0.730 115 34 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 None/1 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 4.0 n/a 2.0 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 4.0 n/a 2.0 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 4.0 n/a 2.0 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 40.0 n/a 5.0 1.0 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 3.0 3.0 11.5 1.3 3.8 11.5 n/a n/a n/a n/a n/a n/a 6 Window 6.0 n/a 1.5 6.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 1.8 n/a 1.8 8.0 1.6 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 4.3 n/a 1.8 8.0 1.6 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 1.8 n/a 1.8 8.0 1.6 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 50.0 n/a 5.0 1.0 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 9.0 n/a 3.0 3.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 35.0 n/a 5.0 1.0 0.6 n/a n/a n/a n/a &n/.a�'°n/a n/a n/a 13 Window 8.0 n/a 2.0 1.5 1.3 n/a n/a n/a n/a n/a_ n/a n/a. n/a 14 Window 8.0 n/a 2.0 1.5 1.3 n/a n/a n/a n"/ �r�n/,a_�` '� �ri/a n/a n/a 15 Window 4. 0 n/a 2.0 1.5 2. 3 n/a n/a n/a .. i%a n/a n/tea A nja-•{n/a 16 Window 4.0 n/a 2.0 1. 5 2.3 n/a n/a n/a n/,aP��i�a7 ;�i�%a n'/_a, n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPAS5 v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Shanks Residence OVERHANGS AND SIDE FINS REMARKS CEC default U -values and default SHGC-values were used . r.all fenestration. Fixed windows were given a 0.60 U -value 91' t1a`at� the Owner has the option to use operable windows. -� O Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 19 Window 6.0 2.0 3.0 13.0 2.3 5.5 13.0 n/a n/a n/a n/a n/a n/a 20 Door 17.8 n/a 6.7 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 35.0 n/a 5.0 1.0 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 24 Door 20.0 3.0 6.7 20.0 2.3 3.8 4.7 n/a n/a n/a n/a n/a n/a 25 Door 17.8 n/a 6.7 9.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 6.0 n/a 3.0 5.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door 60.0 n/a 6.7 5.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 9.0 n/a 1.0 5.5 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 29 Door 100.0 15.0 6.7 7.5 1.3 7.5 6.5 n/a n/a n/a n/a n/a n/a 30 Window 15.0 15.0 1.0 7.5 0.3 7.5 6.5 n/a n/a n/a n/a n/a n/a 31 Window 50.0 n/a 5.0 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 10.0 n/a 1.0 1.5 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 20.0 4.0 5.0 5.5 1.3 3.0 5.5 n/a n/a n/a n/a n/a n/a 37 Window 4.0 n/a 2.0 1.5 2.3 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 4.0 n/a 2.0 1.5 2.3 n/a n/a n/a n/a n/a n/a n/a n/a 43 Door' 20.0 3.0 6.7 20.0 1.3 5.6 2.9 n/a n/a n/a n/a n/a n/a 45 Window 4.0 2.0 2.0 7.5 2.3 7.5 2.7 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 340 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 12.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 0.58 50 R- n/a REMARKS CEC default U -values and default SHGC-values were used . r.all fenestration. Fixed windows were given a 0.60 U -value 91' t1a`at� the Owner has the option to use operable windows. -� O COMPUTER METHOD SUMMARY - Page 5 C -2R Project Title.......... Shanks Residence Date..07/09/00 16:17:09 MICROPAS5 v5.10 File-SHANKS2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Shanks Residence REMARKS Energy forms were revised on 07/09/00 to include 340 square foot Shop (with Hall and Bath) as conditioned space. A. i4 rx P t HVAC SIZING Page 1 HVAC Project Title.......... Shanks Residence Date..07/09/00 16:17:09 Project Address........ ******* Dur am, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... it Compliance Method...... MICROPASS v5.10 for P an C ec Da e Fie Check/ Da e 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-SHANKS2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Shanks Residence GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3279 sf 30740 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... 21426 Glazing Conduction ............... 17352 GlazingSolar .................... n/a Infiltration ..................... 19439 InternalGain .................... n/a Ducts ............................ 5822 Sensible Load .................... 64039 LatentLoad ...................... n/a 295 deg (NW) Cooling (Btuh) 9145 9685 19269 6388 2100 4659 51245 10249 Minimum Total Load 64039 61494 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. aU_ffE (YDUMI V W11 -DING DEPAM"'TWIENI­ o' "W" , '/ A III s General Data /0"-/ Aft TRANE' .O, OUTDOOR UNIT 00 . TiP048D100A A DIA. (IN.) - NO. USED 26-1 TYPE DRIVE - NO. SPEEDS 0 CERTIFIED IN ACCORDANCE WITH A.R.I. STANDARD 2101240. POWER CONNS.-V/PH/HZ 208/230/01/60 NO. MOTORS - HP MIN. BRCH. CIR. AMPACITY @ 32 O RATED IN ACCORDANCE WITH A.R.I. STANDARD 270. BR. CIR. MAX.(AMPS) 50 F.L. AMPS PROT. RTG. f RECMD. (AMPS) 1 40 318 NOISE RATING (DECIBELS) OO 80 DIMENSIONS COMPRESSOR CLIMATU -SCROLL NO. USED - NO.SPEEDS I - -1 WEIGHT VOLTS/PH/HZ 2081230/1/60 271 R.L. AMPS - L.R. AMPS 19.0-129 BTUH (SENSIBLE) BRCH. CIR. SELEC. CUR. AMPS 24.0 33300 OUTDOOR FAN -TYPE PROPELLER DIA. (IN.) - NO. USED 26-1 TYPE DRIVE - NO. SPEEDS DIRECT - 1 CFM @ 0.0 IN. W.G. O 4335 NO. MOTORS - HP 1 - 1/4 MOTOR SPEED R.P.M. 825 VOLTS/PH/HZ 200/230/1/60 F.L. AMPS 1.90 OUTDOOR COIL -TYPE SPINE FIN TM ROWS - F.P.I. 1-24 FACE AREA (SQ. FT.) 28.50 TUBE SIZE (IN.) 318 REFRIGERANT FIXED ORIFICE LBS. - R-22 (O.D. UNIT) @ 8 LBS., 10 OZ. FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS © 1 118 LINE SIZE - IN. O.D. LIQ. © 318 FCCV - RESTRICTOR ORIFICE SIZE 0.086 DIMENSIONS H X W X D OUTDOOR UNIT - CRATED (IN.) 37-112 X 40-314 X 36-1/2 UNCRATED SEE OUTLINE DWG. WEIGHT 48000 SHIPPING (LBS.) 271 NET (LBS.) 243 SPLIT SYSTEM O CALCULATED IN ACCORDANCE WITH NAIL. ELECTRIC CODE. SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OR FUSES. 0 STANDARD AIR - DRY COIL - OUTDOOR O THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE Our UNIT NAMEPLATE AND SERVICE INSTRUCTION. © MAX. LINEAR LENGTH 60 FT; MAX. LIFT - SUCTION 60 FT; MAX. LIFT - LIQUID 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING MANUAL PUB. NO. 22-3238-02. *NG UC L CONDENSING UNIT WITH COOLING COILS Pub. No. 22-1660-04-0199 (EN) 21 CCBB48A4ACC CCBC48A4ACC CCBC60A4ACC CCBD60A5ACC CUBB48A4ACC CUBC48A4ACC CUBC60A4ACC EXPANSION TYPE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE TXV-B FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE RATINGS (COOLING) @ BTUH (TOTAL) 45500 47000 48000 48500 45500 47000 46500 BTUH (SENSIBLE) 29300 31800 33300 34700 29300 31800 32600 INDOOR AIRFLOW (CFM) 1250 1600 1675 1800 1250 1600 1675 SYSTEM POWER (KW) 4.31 4.48 4.51 4.53 4.31 4.48 4.41 SEER (BTU/WATT-HR.) 11.30 11.20 11.35 11.50 11.30 11.20 11.30 Pub. No. 22-1660-04-0199 (EN) 21 CUBD60A5ACC TXA042C4 TXA043C4 TXA048C4 TXA049C4 TXA05OC4 TXA060C5 EXPANSION TYPE TXV-B CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 TXV-B RATINGS (COOLING) @ BTUH (TOTAL) 48500 45500 46500 46000 48000 48000 48000 BTUH (SENSIBLE) 34700 29700 31400 30200 32800 32800 33800 INDOOR AIRFLOW (CFM) 1800 1350 1575 1350 1600 1600 1700 SYSTEM POWER (KW) 4.53 4.31 4.41 4.30 4.59 4.59 4.49 SEER (BTUANATTHR.) 11.50 11.30 11.25 11.40 11.15 11.15 11.55 Pub. No. 22-1660-04-0199 (EN) 21 TXC042C4 TXC043C4 TXC048C4 TXC049C4 TXC05OC4 TXC054E5 TXC054S3 EXPANSION TYPE CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 CHG TO 86 TXV-B TXV-NB RATINGS (COOLING) O ® BTUH (TOTAL) 45500 46500 46000 48000 48000 48000 48000 BTUH (SENSIBLE) 29700 31400 30200 32800 32800 33800 33800 INDOOR AIRFLOW (CFM) 1350 1575 1350 1600 1600 1700 1700 SYSTEM POWER (KW) 4.31 4.41 4.30 4.59 4.59 4.49 4.49 SEER (BTUANATTHR.) 11.30 11.25 11.40 11.15 11.15 11.50 12.15 'See page 28 for combinations with Auxiliary Devices. Pub. No. 22-1660-04-0199 (EN) 21 SERVICE PANEL _H ELECTRICAL AND REFRIGERANT COMPONENTS CLEARANCES PER PREVAILING CODES. 175 168 I 248 194 1 22 114 1-� 28.6 II -1/8) DIA. K.O. WITH 22.2 17/8) CIA. HOLE ELECTRIC POWER SUPPLY 22.2 17/8) DIA. HOLE LOW VOLTAGE 210 18 1121 (4 3/4) 51 (2) Dimensions TTP018-060 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) C I I Is --TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST FIVE 151 I FEET ABOVE UNIT. UNIT SHOULD BE R PLACED SO ROOF UN -OFF WATER DOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 305 112"1 FROM WALL AND ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED. I I I I GAS LINE SERVICE VALVE, "D"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, "E"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. FIG. 1 MODELS it I I 229 191 B it I � I I GAS LINE BALL SERVICE VALVE. D E I! BALL 1/4 TURN "T"O.D. FEMALE 2 77 (2835/8) 85 (3237/8) I I BRAZED CONNECTION WITH 1/4" SAE 5/8 127 (5) TTP024C FLARE PRESSURE TAP FITTING. 82 (3233/4) 85 (3237/8) LIOUID LINE SERVICE VALVE, 41 1181 'E" O.D. FEMALE BRAZED TTP030D CONNECTION WITH 1/4" SAE FLARE 60 12 3/81 PRESSURE TAP FITTING. 1032 (40-5/8) FIG. 2 MODELS FIG. NO. A B C D E TTP018C 2 77 (2835/8) 85 (3237/8) 730 (28-3/4) 5/8 1/4 TTP024C 2 82 (3233/4) 85 (3237/8) 730 (28-3/4) 3/4 5/16 TTP030D 2 1032 (40-5/8) 5 (3237/8) 730 (28-3/4) 3/4 5/16 TTP036D 2 1032 (40-5/8) (3237 8) (283 /4) 7/8 3/8 TTP042C 2 (3) (38-7/8) 987 883 (34-3/4) 7/8 3/8 TTP048Dl 2 940 (37) (38-7/8) 987 1(34-3/4) 883 1 1/8 3/8 TTP060D 2940 (3987/8) 1-3/4) (34 1-1/8 3/8 km From Dwg. 21 D 147561 Rev. 11 32 Pub. No. 22-1660.04-0199 (EN) TU D -D-1 XE 80 TUD0409 0609 080, 1009120,140C -H PUB. NO. 22-1640-05-398 (EN) T General Data TUD-C PRODUCT SPECIFICATIONS@ MODEL .JUD060C936Hj TUDOBOC924H TUD080C936H RATINGS@ DIRECT - 1 DIRECT - 1 DIRECT - 1 Input BTUH 60000 80000 80000 Output BTUH (ICS)@ 47000 64000 63000 AFUE (ICS) 80.0 80.0 80.0 Temp. Rise (Min. -Max.) °F. 30-60 50-80 30-60 BLOWER DRIVE DIRECT DIRECT DIRECT Diameter -Width (In.) 10 X 7 9X7 7 —- 10 X 7 No. Used 1 1 1 Speeds (No.) 4 4 4 CFM vs. in. w.g. SEE FAN PERF. TABLE SEE FAN PERF. TABLE SEE FAN PERF. TABLE Motor HP 1/3 1/5 1/3 R.P.M. 1075 1080 1075 Volts/Ph/Hz 115/1/60 115/1/60 11511/60 COMBUSTION FAN -Type CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive - No. Speeds DIRECT - 1 DIRECT - 1 DIRECT - 1 Motor HP - RPM 1/50-3000 1/50.3000 1150.3000 Volts/Ph/Hz 115/1/60 115/1/60 115/1/60 FL Amps 1.0 1.0 1.0 FILTER — Furnished? YES YES YES Type Recommended HIGH VELOCITY HIGH VELOCITY HIGH VELOCITY Filter (No.-Size-Thk.) i - 17 X 25 - 1 IN. 1 -17 X 25 - 1 IN. 1 - 17 X 25 - 1 IN. VENT—Size (In.) 4 ROUND 4 ROUND 4 ROUND HEATEXCHANGER 127/118 139/129 142/132 Type -Fired ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 -Unfired For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level. O The above wiring specifications are in accordance with National Electrical Code; however. installations must comply with local codes. Gauge (Fired) 20 20 20 ORIFICES—Main Nat. Gas. Qty. — Drill Size 3-45 4-45 4-45 L.P. Gas Qty. —Drill Size 3-56 4-56 4-56 GAS VALVE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE REDUNDANT - SINGLE STAGE DIRECT IGNITION DEVICE 10.4 10.4 10.4 Type HOT SURFACE IGNITOR HOT SURFACE IGNITOR HOT SURFACE IGNITOR BURNERS—Type IN -SHOT IN -SHOT IN -SHOT Number 3 4 4 POWER CONN. —V/Ph/Hz0 115/1/60 115/1/60 115/1/60 Ampacity (In Amps) 10.4 10.4 10.4 Max. Overcurrent Protection (Amps) 15 15 15 PIPE CONN. SIZE (IN.) 0.50 0.50 0.50 DUCT CONN. SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING DIMENSIONS HXWXD HXWXD HXWXD Crated (In.) 41-3/4 X 16-1/2 X 30-1/2 41-3/4 X 19-1/2 X 30-112 41-314 X 19.1/2 X 30-1/2 Uncrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shipping (Lbs.)/Net (Lbs.) 127/118 139/129 142/132 O Central Furnace healing designs are certified by the American Gas Association Inc. Laboratories. 1 O Ratings shown are for elevations up to 2000 feet. �. OO Based on U.S. Government Standard Tests. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level. O The above wiring specifications are in accordance with National Electrical Code; however. installations must comply with local codes. PUB. NO. 22-1640-05-398 (EN) 7 19 TRANE' Dimensions TUD-C OUTLINE DRAWING (ALL DIMENSIONS ARE IN INCHES) 4" DIAMETER 5/8•• FLUE CONNECT OUTLET ' AIR 7/8 DIA. K.O. 1111111 B ELECTRICAL CONNECTION I_ (ALTERNATE) 5/8"- 19-5/8•' �- )`4-1/16" 7/8 DIA HOLE 2-1/8 ELECTRICAL CONNECTION 1/2' �1/2' T I I/2 DIA. K.O. GAS CONNECTIO (ALTERNATE) �Z1 1/2 DIA. HOLE GAS CONNECTION 21/16" 40" 1.30. i- 1 p -------- 19 3/4" 4-7/8" SIDE 28-1/4"28 I/4" 1 SIDE 14 7/8" RETURN RETURN I AIR ---� ---AIR---� �- 1-9/16" `I 9/16" I 23-3/4" [23 A -3/4" 5 -5/16^. -II �-- I -5/16'• I/2" 28 - 1/2" 4 FIt 1 BOTTOM RETURN AIR 3/4"I 3/4-jj-24" L3-1/4- MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS UPFLOW CLOSET LEFT SIDE 0 IN. FRONT 3 IN. (NOTE II RIGHT SIDE •0 N. BACK 0 IN. FLUE •6 IN. TOP I IN. HORIZONTAL CLOSET INOTE 21 TO •2 IN. BACK 3 N. FLUE ;6 IN. SIDES I IN. FRONT 3 IN. [NOTE II HORIZONTAL ALCOVE INOTE 21 TOP •I IN. BACK O IN. FLUE •6 IN. SIDES 0 IN. FRONT 18 IN. • - MAY BE I" WHEN TYPE B-1 VENT IS USED • - FOR 14-1/2" CABINETS 3" WHEN SINGLE WALL VENT PIPE IS USED. WHEN 14-1/2" CABINETS, ALL • UD04OC-. • UD04OR- • UD060R-, • UE040A-, • UDO60C-, AND • UEO9OA- ARE INSTALLED IN A HORIZONTAL POSITION AND A SINGLE WALL VENT PIPE IS USED, A 6 INCH CLEARANCE MUST BE SUPPLIED BETWEEN THE VENT PIPE AND COMBUSTIBLE FLOORING. NOTES: IIMINIMUM CLEARANCE TO FRONT ON • UD140R960 AND • UD14OC960 IS 6 INCHES. 21 MAY BE INSTALLED ON COMBUSTIBLE FLOOR WHEN TYPE B -I VENT 15 USE O. PUB. NO. 22-1640-05-398 (EN) 15 MODEL A B C D TUD040C924 TUD040C930 TUD060C924 14-1/2" 9-5/8" 13-1/4" 13" GTUD060C936'-' TUD080C924 TUD080C936 TUD080C948 17-1/2" 9-5/8" 16-1/4" 16" TUD10OC936 TUD10OC945 TUD10OC948 TUD10OC960 21" 13-1/16" 19-3/4" 19-1/2" TUD120C954 TUD10OC972 TUD120C960 24-1/2" 15-5/16" 23-1/4" 23" TU D140C960 From Dwg. 21 C340781 Rev.8 LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 .89 Loren Avenue Chico, CA 95928-7434 Customer: Address: - • SC/ lAeS -Dape- ham AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Productse P.O. Box 20455 Portland, OR 97220 APPROVED (503) 254-0204 LONGFELLOW LUMBER CO: INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of 'Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. Co U LL W N C7 m SHANKS / GARAGE Scale: 1/8" = 1' WAL-WNG DEPAPPOEN JOB N0: SHAG PRGE N0: 1 OF 1 GAULL` 1111) UI.IAII SIRONGOACK INAIL 111 LENDER 12' (I.C. ) (URACEU AI 55' U.C.) -,- , LEUGER (NAIL 10 VERTICAL W/2-I0d MAILS ) ( K ) SPAC IIA; FUS REFER. III S1 PRUUUCI All A35 III FI IIIIS DWI; I'llf.PAIIL11 I 110 C0111'llll it 1111'111 It OAIIS A 111ttl LIC lutK1 cunnlIII n nv unlcc w (SI) (M) 2X4 F.L. OR II.F. 12 OR 1� 'B1Is STP.Or1G0ACK BRACE IPl) PEAK PLATE 10 HAICII COMM TRUSSES. ESI) SPLICE PLATE 10 HATCH COMHON TRUSSES. ( III 1 )EEL PLATE TO HAICII COMMON TRUSSES. <0) OPTION 10 NEO PLATING: USE (3)-2' WIRE STAPLES (0.1172 DIA,/15 GA. ) 10EMAILEU IIIRU C110RO 11110 WEB 6 IIIRU WED 11110 CIIURO 011 DUE FACE FUR A TOTAL (IF- 6 STAPLES. (PI I. ISI ) L (III ) RUST BE PLATED. (G) GABLE END OESIGII BASED ON 75HP11 WIND LOAD, EXPOSURE '0' AT 0-25 FT. MEAN IIEICIIT, BRACED AT 55' O.C. (C) IM CONT IHIIIIIIS LATERAL GRACING FOR BRACE ( STP.UNGUACK ) MENDER LONGER TITAN 72'. AIIACn AT IUOPUINI a= EACH GRACE :(/2-Od CCOMMUN NAILS. 24' MAX NOTE: CIIUP.OS TO BE 2X4 FIR-LARCII 42 Hill. NOTE: IIIIS DETAIL HAY BE USED FOR MISSES MITA PITCHED O.C. ALSO. PLATE HAX. WEB LENGIII IX3• 2-0-0 2x4• 0-1-0 3X4• 13-6-0 OUTLOOKER CRITERIA PLT TYP. Wave IPI -95\1( Design Criteria: TPI-95(STD \ 3.5' HAX. IV. 110101 N 24' U.C. 1.5' MAX. 2X4 F.L. LL14DER GRACES HAX. LENGTHAX, WITIIGUI BRACING 011 EURG N W/ SIRUIIGOACK BRACE ( S ) STANDARD 5 -II -0 II -10-0 30.0 PSF 15.0 PSF PSF 0.0 PSF 50.0 PSF REF R992 DATE 03/19/98 DRW CDT 12 " SEOFI - 25458 DDR.FAC. 1.15 FITDf9 PLIC SPAC IFIL !I 7-9-0 15-6-0 11 6 13EITEP. 7-9-0 15-6-0 SS 7-9-0 15-6-0 0 Q O o '--I [] ALPINE 7 �T�R O O o ' —•� ••YARNING•• IRUSSES REOUIRE MAINE CAR[ IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. RIFER TO HIB•PI (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (IRUSS "A" ......U1[. SB] D'ONOF IO OQ., SUITE 100, NAOISON, YI SDI1Y), FOR SAIETY PRACTICES PRIOR TO 'MORNING IBESE FUJICIIONS. UNLESS OINERYIS[ INDICATED, 101 CHORD SHALL HAVE PROPERLY ATIACH(0 SIRUCIURAI PANELS, BOTTOM CHORD SHAH HAVE A PROPTRIY AIIACHID RI01D CI[IINC. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 INE INSIAILMION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOI BC RESPONSIBLI FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BtllIO IB[ IPIISSCS IN CONFORNANCI YI IN 111; OR FABRICAIING. HANDLING, SHIPPING, INSTALLATION OR $PACING OF IRUSS[S, IBIS DESIGN CONFORMS YIIX APPIICABI[ ►AOYISIORS OF NOS (IIAAt DESIGN SY[CIi ICAl10N ►DBI ISX[D BY IH( AMERICAN FOREST AND PA/[R A550C IAIION) AND 111. Al►IN( CONILCIORS AN[ NAGE OF 1004 ASIN A6SS CR31 GAIT. SIM . EXCEPT AS NOTED. APPLY CONNECTORS 10 IACM FACE OF INUSS, AND UNLESS OIH[RY15[ IOCAILO ON THIS DESIGN, POSITION CONN[CIORS PER 01AYINGS ISO. ISO AND 160 A•F. AN [NC11E[R'S SIA1 ON IRIS GRAYING APPLIES ONLY 10 1HE DESIGN BF Ixt 1RUSS OI/ICITO HTP[ AND SIIAII R01 0( ALI 110 UPON 11 ANY DINER YAY. itPOFESS/p,T Y{v t 'a ����T` W. y W � t..a CL��45 r A >} * �%' CIVI1. % �P ' f (7f C ALO \ TC LL TC DL BC OL BC LL TOT.LU. 30.0 PSF 15.0 PSF PSF 0.0 PSF 50.0 PSF REF R992 DATE 03/19/98 DRW CDT 12 " SEOFI - 25458 DDR.FAC. 1.15 FITDf9 PLIC SPAC IFIL CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 I -2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 'ROW 2X4 I -2X6 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE.SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH . FACE OF WEB. PLATE IFiiTI1UTC, ST17 D'ONOFRIO DR., SUITE PRIOR TO PERFORMING THESE FUNCTIONS. UI PROPERLY ATTACHED STRUCTURALPANELS M CEILING. --IMPORTANT-- FURNISH A COPY ALPINE ENGINEERED PRODUCTS, INC, SHALL N DCSIGNI ANY FAILURE TO BUILD THE TRUSSE HANDLING, SHIPPING, INSTALLING AND DRAW PROVISIONS OF NDS (NATIONAL DESIGN SPEC PAPERASSOCIATION) AND TPI. ALPINE CONNE CXCEPT AS NOTED. APPLY CONNECTORS TO I THIS DESIGN, POSITION CONNECTORS PCR DRI ACCEPTANCE OF PROFESSIONAL ENGINEERING T -BRACING OR L-DRACING: T -BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L -BRACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH Q?, Ff ION (S DRAWING REPLACES DRAWING 579,640 TALLING SS �� y� LL PSF REF CLB SUBST. I(Ts LL HAVE c, r DL PSF DATE 06/25/99 JTACI IED RIGID . W No. 5 PSF DRWG BRCLBSUB0699 !4 THIS M THIS DL PLICABLE LL PSF -ENG MLH KAR ST nLV.NSTEELf civ lO T.LD. PSF LOCATEDTCS ON a`�OQ`�\P DUR.FAC. PONENTC ILDING nrr SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (SHAG -SHANKS RICK / SHANKS GARAGE - Al COM) ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CHORD 2x4 Df -L #1 r.;OP lc'J)T CHORD 20 OF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Qr WEBS 2x4 DF -L Standard TO BRACE TC @ 24.00' OC. BC 0 72.00' OC. 0.i_ATES I DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. o 0 , cY3 rn 0 z W04 H Bf �8 V �J A I1, A -D -O ' A a W1.5x4 n w z W2X4(A1) �+ W2X4(A1) c.s z - w �l • 4.0: J _ j I' � CVUN 1 L.14 Oa( 1 3-10-12 1 3-10-12 J DEPAFi Over 2 Supports 7-9-8 R-384 N-3.5` P� Ra384 N'3.5' 0o Desi n Criteria: TPI STD CA/ -/l/ -/-/-IF Scale —.3750/Ft. C=D. PLT TYP. Wave TPI -95 R HANDLING. LI SHIPPING INSTAll1N6 AYD ••yARI1 N8•• tttlSfEf REQUIRE EI711EM[ CAN[ II FAB ID BRACING). AC 6. ltiER TO X►B•91 (YAADITti INSTALLING ANO BRAC►AC). PUFOR SAD BY ]PI (TRUSS PLATE FOR SA/Ell PRACTIC[S PRIOR TO , N� TC LL 16.0 PSF REF R427--10250 _jLOw W PSF DATE 05/23/00 o C=) INSTITHIT SB7 D'OIOFR)0 DEI.. SUItt 100. MADISON, YI S3)1A). UILESS OTHERWISE I10ICAT[D, TOP CHORD SHALL HAVE PROPERLY ATTACHED G-Tp� TC DL 15.0 N PERFONRIbi THESE FUNCTIONS. STRUCTURAL PANELS, BOTTOR C11010 SHALL HAVE A PIO►ERLY ATTACHED RIGID CEIIUG. DESIGN TO 1111 INSTALLATION CONTRACTOR. AL►ISE ENGINEERED/ BC DL 7 . PSF DR CAUSR427 00144012 C••7 Ly IMPORTANT'- FURBISH A COPY OF THIS PRODUCTS. INC. SHALL NOT Bt RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAAILLURUREE T WITH TPI: OR FAIRIC►TING. HANDLING, SHIPPING. INSTALLING A D5 BC LL 0.0 PSF CA -ENG AEB/GWH BUILD THE TRUSSES II CORF01HABt BRACING OF TYU3SES, TBTB DESIGN COST NOS WITH APPLICABLE PROVISID33 OF ADS (YAT700AL DESI ALPINE SPECIFICATION PUBLISHED B1 THE AMERICAN FOREST ARO PIPR ASSOCIATION) AND IPI. ALPINE OALV. STEEL. EACEPT AS NOTED. APPLY CONNECTORS TO ay 23 200 PSF S EON - 1 8 55 * TOT . L D . CONNECTORS AAE MADE OF E00A ASTM ROSS GAAO EACH FACE OF TRUSS. AND UNLESS OTWERWISE LOCATED 00 TI'S DESIGB. POSITION COSIECTORi PER oIAW111G5 IGD A•1. THE SEAL ON THIS 0 ANING INDICATES ACCEP7AAC[ 0► ►10/ESSIOAAL tN61CITYlIC THC SUITABILITY AND USE OF THIS - CNII. OUR. FAC. 1.25 FROM KD p ,� RESPONSIBILITY SOLELT FOX THE TRUSS COMPONENT DESIGN SHOII. dOct COMPONENTIFORSAITIUILDISG IS THE 4ESPONSIBIL171 OF ]ME BYILDUG DESIGNEA. 114 SPACING 24.0" $p CA SECTIOICULAR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SHAG -SHANKS RICK / SHANKS GARAGE - AIA COM) ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ;^P CHORD 2z4 OF -L it � N IT CHORD 20 OF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: C2 WEBS 2x4 DF -L Standard TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. ,,.;.RTES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (ADDITIONAL LOADS o : - From 0 PLF at 0.00 to 16 PLF at 7.79 , cc-.',': - From 0 PLF at 7.79 to 4 PLF at 7.79 o z AIA W4X4 a H 8F �8 Ia 0 rx w +8-0-0 ckl W1.5X4 W x W2X4(A1) W2X4(Al) • c:s z , oLa 7TE GOU'NI 4 icl a Os) Q I_ 3-10-12 I 3-10-12 l .DLt 0G DEPAHTV ----7-9-8 Over 2 Supports---_� R-409 W-3.5' pp uV E L R-437 W-3.5° C N L2'J. Desi n Criteria: TPI STD Scale -.375"/Ft. PLT TYP. Wave TPI -95 R •NARNIN6•• TIUSSES H[OOIRE EITHER[ CARE IS FABRICATION. RANDLLMB. SHiPPISG, INSTALLING AND BRACING. RIFE& TO NIB•91 (HANDLING INSTALLING AND BRACII6), PUB,LISIED BY TPl (TRUSS PLATE PRACTICES PRI00. TO ' N� TC LL 16.0 PSF REF R427 _a�w W PSF DATE 05/23/00 O p INSTITUTE. SBS 0,010FRIO OA.. SUITE 200. MADISON. YT SS719). OR SAFETY INDICATED. T01 CHORD SHALL HAYt PROPERLY ATTACHED C_Ipi TC DL 15.0 N PED►OSMISG TRESS FUNCTIOIS. UNLESS OTNEINISE STRUCTURAL ►AIELS. BOTTOM CHORD SMALL NIII A ►ROPERLY ATTACHED RIGID CEILING. TO THE INOEVIASTALLATION CONTRACTOR. ALPINE IT"S[ERED BC DL 7 .0 PSF DRW CAUSR427 00144016 C.j N •IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO 00ILDCTHE TtOSSES IM CONFORMANCEL NOT BE OWITHLE OR ANYTPI: CA FABBTCATIN6 (HURLING. SNIPPING.AIRSTALIISGEANO B C L L 0.0 PSF CA -ENG AE B / GWH OOAC I16 OF TIUSS[S. THIS DESIGN COSFOIIM WITH APPLICABLE PROIISIONS OF SOS (NATION,( OES10 ALPINE SPECIfICATIOH PUBLISHED BY THE AMERICAN iDH[sT ASD IAr[t ASSOCIATION) AIlO TPI. ALPINE iALY. STEEL. ETCEPT AS SOTED. APPLY CON 'C' TO rt 17 860 ay 23 200 TOT.LD. 38.0 PSF SEON - CONNECTOHt AN[ MADE Of PocA AM A66S GaAo EACN IAC[ Of THUSf, AMD UNLESS OTN[0.YIS[ LOCATED OS THIS DESIGN. POS 1T10t CONHIt Ols P[0. 0 ANINGS 160 A•E. THE SIAL DI THIS ORABIIG INDICATES ACCEPTANCE Of PROFESSIDIAL EHOIY(E71Ni THE SUITABILITY AND USE OF INIf IA Ci{ DUR.FAC. 1.25 FROM KD SOLELY FOR TBE TRUSS COMPONENT HESPOISIBILTTY DESIGN SHOWN. COMPONENT FOR ANY PARTICULAR DUI►DINO IS THE HEf100SI11llTY D/ THE BUILDING OES[6N[B, PER cp SPACING 24.0 ' ���• ANSI/TPI 1.1996 ItCTl0I 2. (SHAGAT-SHANKS F GARAfiE ATTICS B1 ATTIC t TMS jM'PREP'�(RED FKOER "10IMPUTINPUT--(LOADS S Drf"RSI9NS) -SUBMITTED BY -TRUSS -MFR.. _.. - 1 - [TOP CHORD 2x8 DF -L SS 81T CHORD 2x8 DF -L SS :B2 2x6 DF -L SS: zz WEBS 2x4 DF -L Standard N :FLECTiON MEETS L/360 LIVE AND L/240 TOTAL LOAD. IBC ATTIC ROOM FLOOR LOADING: LL - 40.00 PSF; OL - 10.00 PSF; FROM 8-9-0 TO 19-3-0. m c )DITIONAL LOADING PER TRUSS MANUFACTURER CV------------------------------------------ c=;: ----------------------------------------- o: - From 155 PLF at 4.00 to 62 PLF at 14.00 �-TC 101 LB Conc. Load at 4.00 E v A O ' 04 W A W a W z W12(Al) n cs • x • w PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0.14' DUE TO LIVE LOAD AND 0.18' DUE TO DEAD LOAD. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 48.00" OC COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. W5X8 (R) 11 W2X6 W x -0.8-0-0 1-4-0 rte" n-rr- ri;v� i 14-0-0 I 14-0-0 ,1 DE G DEPARE! 28-0-0 Over 2 Support R-2734 W-3.5" R-2208 W�3. r`,i P P ROVED d ®- s C-) LA-), tt-A i4 Desi n Criteria: TPI STD 19.0 2 CA - 1 - - - F Scale -.25'/Ft. p PLT TYP. High Stren th Wave TPI -95\R ••MAU N6^ TRU$$t$ gEWIgE ESTIENE CARE IN rAeAIGTIGN. CANOl11g, 4H(P►Irc, 1R STALLING AND IRACIRIG. REFER TO 0111.91 (NANDLIIG 11STAtLIIIG AND BRACING). PUBLISAED at TPI (TRUSS PLATE TC LL 16.0 PSF REF R427--68534 p O CV INSTITUTE. 507 0'010FAI0 OR., $RITE too. MADISON, it 57719). FOR SAFETY PRACTICES %IGR TO ►U►OIAISR IIIEfE FUNCTIONS. UIESf OTHIRr1SE INDICATED. TOP CrORO $NAIL NATE PROPERLY ATTACHED 4C TC DL 15.0 PSF DATE 07/26/0 STgKINNAL PANELS. gotten CHORD SRAM HAVE A PRO►ULT AFTACHIO RI$ID CEILIRg. A 7.0 PSF DRW ceusR427 00210008 m ^INPORTAIIT-! FERRISO A COPT O► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGINCIA90 BC DL CV %ODNCTS. INC. SAALI NOT gE RESPONSIBLE FOR ANY DINE ATION FRON THIS 012161: ANT FAILURE 70 Ngll0 THE 112"55[5 11 COR►oMAIIu PITH TPI: OR rwitkytNG. HANOtIRR, sltrrlNG. INSTALLING AND BC LL 0.0 PSF CA -ENG JCJ/CWC ALPINE IUCIRU of TROSfIS. TNI$ OESI.1 COAFOUS VITA APPLICABLE ►101751015 Oi 103 (NATIONAL DESIGN SPECIFICAT101 PGNLISIID RT THE ANCRICAR FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE y * TOT.LD. 38.0 PSF SEAN - 13622 �+ CONNECTORS ARE 901 OF TOGA RUN An" U40 Gat. STEEL. EACEPT AS NOTED. APPLY CONNECTORS 16 EACH FACE OF TRUSS, ►VO UNLESS OTHIRNISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER FROM KD DRAWINGS 160 A-1. THE SERI ON THIS DRA1EN6 INDICATES ACCEPTARCI OF PROFESSIONAL E1619EIRIN6 !aC PIYfdOCIi.� RESPONSIB1L11T SOLELY FU THE TRUSS COH►ONLIT DESIGN SH011. 111E SUITABILITY AND USE OF THIS AV. txwPGNENT rO1 ANY ►AITIWLAR BUILDING If TOE RESPONSIBILITY O► nE IOILDIRS DESIGNER. PER ��q�^ B "SIMS I.lot LECTION t. D UR .FAC . SPACING 1.25 24.0' SHAGAT-SHANKS / GARAGE ATTICS [PG [TOP CHORD 2x8 DF -L 1E1 :T2, T3 2x6 DF -L #2: �'1T CHORD 2x8 OF -L #1 WEBS 2x4 DF -L Standard M .ATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. 1(0) THIS AREA OF TRUSS LOADED FOR BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF; OL - 10.00 PSF; CXD FROM 8-9-0 TO 19-3-0. --r 'IIS TRUSS DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS. 0 1BLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. z H U A O a Q., A W A4 W W W5X6(A1) m cs ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED DY TRUSS'HFR: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (K) 2X8 DF -L #1 OR BETTER FULL BLOCK. ATTACH BLOCK TO THE OP CHORD WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. 10 PSF BC LIVE LOAD PER UBC. W6X4o PIDA4 [if W5X6 (A1) e mop .8-0-0 x (0) w i--'- 10-6 W1-4.0 z 1-1-0 L�..l a 14-0-0 i 14-0-0 -' ITE COUNT f I 28-0-0 Over 2 Supports -IM-DING DEPA THEN • � R-776 PLF W-3-3-8 1--, c --s LC'> M PLT TYP. Wave TPI -95\R Design Criteria: TPI S1 R-659 PLF W-4-9-8 ri !t< Di 9 rA/-/l/_/-/-/F SrAlw —_954/Ft O --WARNING-- TRRSSES REQUIRE [/THEME CME IN FABAICAI(ON, HANDLING. SHIPPING. INSTALLING WD w11SE TC L L 16.0 PSF R E F R427--68535 O BAALIRt. HEFLH TO 811.11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PA' O INSTITUTE, SBB D'OROFRIO DH.. SUITE ESO, MADISON. WI 53719). FOR SAFETY PRACTICES PRION TO N PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED T C OIL 1 5.0 PSF DATE 07/28/00 TTRICTORAL PANELS. 80710A CHORD SHALL HAVE A PROPERLY ATTACHED 21610 CEILING. 00 ••IMPORTANT' FURNISH A COPY OF THIS DISIGR TO THE 11STALLATION CONTRACTOR. ALPINE ENGIBEERED B BC DL 7.0 PSF DRW CAUSR427 00220012 N PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILTRE TO BUILD THE TRUSSES IH CONFORMANCE WITH TV): OR FABRICATING. MAKELINO. SHIPPING. INSTALLING ANDB C LL 0.0 0 PSF ALPINE CA -ENG J C J / CW C NNACII6 OF TRUSSES. THIS DESIGN CONFORMS WITH APn ICABLE PROVISIONS OF NOS (NATIONAL DESI6N CONAECTORG ARE MADE Of0'OGA :W A66) GRADREGALV ,STE�uINCE TI AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 38.0 PSF S EO N - 41706 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CORRECTORS PI IRAWINGS 160 A - l. THE SEAL 01 THIS SHARING INDICATES ACCEPTANCE OF PROFESSIONAL E16IR1E0INB OUR. FAC. 1.25 FROM KO s hOIt�. INC. A(SPUNSIBIL [TY SOLELY F04 THE TRUSS COMPONENT DESIGN SHOWN. TAE SUITABILITY AND USE OF THIS EboginscredCOMPONENT S+a> 9582E T FDA All ►ARTICULAR BUILDING IS TBE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.00 "SI /TF1 x1016 SECTION E. SHAG -SHANKS RICK / SHANKS GARAGE - Cl qp CHORD 2x4 DF -L #1 �)T CHORD 2X4 OF -L #1 rn WEBS 2x4 DF -L Standard ,,- -ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. 110 PSF BC LIVE LOAD PER UBC. C=D - C=) C_- rn cra E-+ U .9— A:Q O a A W 04 W z W2X6(B1) o C..7 W W4X4 0 THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/24D.00 LIVE AND L/180.00 TOTAL LOAD. W .Z-. 11 - a �� 11-0-0 11-0-0 _( 61 C--1. Ln 00 0 0 O N N r Q I�::4 22-0-0 Over 2 Supports R-924 W-3.5' R-924 W-3.5' +B-0-0 ,P VE Criteria: TPI STD CA - 1 - - - F PLT TYP. Wave TPI -95 R Design ^WARNING" TRUSSES lEONIR[ ERTREIQ CAVE IN FABRICATION, HANDLE G. SNIPPING. INSTALLING AND REFER TD H19.91 (HANDLING IISTALLIAG AND BRACING). PUBLISHED BT TPI (MUSS HATE 10 N� �w W, TC LL 16.0 PSF BBACINO. INSTITOTE. SBS O'ONDFNIO OR.. SUITE E00. MADISON. WE SS11f). FDR SAFETY PRACTICES PRIOR PEafOIMFNN TBESE FUNCTIONS. UNLESS OTBEIWISE IXDICAVEO. TOP CHORD SNALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF STIOCiftAl ►!U[LS. BOTTOM Ctl0RD SNALL HAVE A PROPERLY ATTACVED RIGID CEILING. RED ETO B C DL 7.0 P SF OF 11IS THETO INSTALLATION •PRODDUCTSANIrNC. FOR FROM THIS DESIGNS ART_ FAILURECTOR. ALPINE rJB 6 SHAlLIBOTABCOPY E AIS►DNSIBLE 'AL BUILD THE TRUSSES IN CO&FOARANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AN Of 003 (IALPINE DE SIG SAND B C L L 0.0 PSF UPUBl138[OTBTETNFSAMERICAN FORESTIGN CONFORMS AND PAPERBASSOCIATION)LE A L P I N E BRACING TPI. HE TO IEAASIN * By 23 200 * TOT . LD • 38.0 PSF SP[CIFIC�T10 COINFCTONS ARERALE XOGA ABSS GtAO GALLA. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE o► TRUSS. AND NtLESS OTHERWISE LOCATED OB Ttl15 DESIGN. POSITION COIIICTOtX PER OI THIS DRAWING INDICATES ACCEPTANCE Of PADYESS10NAL 144 A `. %' gyFOF DUR . FAC. 1.25 DRAPINGS 160 A•I. TIE SEAL of MIS A RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TRIS �r�r'+��..w�,w,C COMFOBEIR FOR AIT PARTICULAR BUILDING IS IRE RESPONSIBILITY Of TNF OUILDIBS DESIGBER. PEt $RQrD VC 9=8 AASIITPI 1.1901 SECTION E. SPACING 24.0 " Scale—.25"/Ft. REF. R427--10255 DATE 05/23/00 DRW CAUSR427 00144015 CA -ENG AEB/GWH SEON - 17868 FROM KD LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA .95928-7434 Customer: f SE14, vKS Address: AP#: Job No: t � 1142 tcs /Vnu s� Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, C.t`' 95828-2522 (916) 387-0116 Timber ProductsJO W r -PAR EN P.O. Box 20455 Portland, OR 97220 ^P P RO V E D (503)254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140] 89 Loren Avenue �(�1 I II II II II Chico, CA 95928-7434 Important Information for Users of 'Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. • (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Qo install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow, if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. B3 LRDDER FRAME I`. CB _o C N 07 GAULE,CINI OLIAII. S I RUIIGUACK (HAIL 111 LEMER 12' U.C. ) (URA(ED AI 55' U.C.) - LEMER (HAIL 10 VERTICAL W/2-IUd NAILS) (K) SPACING FUI REFER. IU S PRODUCT Al A35 IN Fl l 11115 0WI; I'I(CPARUI ILIUM C0111,1111 It' 1111'111 (I.UAUS A 011011SII)IIS) S1111111 1111) UT 1111155 Itlll. A I N)I I I IG) ISL 6'O.0 MAX Eu (H) 2X4 F.L. OR II.F. 12 OR BIP SIRONGDACK BRACE \SI )\ \ (PI) PEAK PLATE 10 HATCH CUI*lON TRUSSES. (SI) SPLICE PLATE 10 MATCH COMMON TRUSSES ( III 1 IEEL PLATE 10 MAICH [019401 TRUSSES. (0) OPIIUN 10 WED RATIHG: USE 131-2' WIRE STAPLES (U.1112 OIA./15 GA. ) lfll?IAILEO IIIRU CII(1RU INTO WEB 6 ll6?U WED MID CIIl1R0 1111 OTE FACE FUR A IUhL OF 6 STAPLES. (PI). (SI ) L ON ) MUST DE PLATED. (G) GABLE END OESIC1f BASED ON 75HP11 WIND LOAD. EXPOSURE '0' AT 0-25 FT. MEAN IIEIQIT. , BRACED AT 55' D.C. (C) IX4 F_ONTINUInIS LATERAL DRAPING FOR GRACE ( SIP.UNGUACK ) MEMUER LONGER II[AN 72'. ATTACII AT MIDPOINT U EACH GRACE W/2 -8d CC@WwN NAILS, 24' HAX [HIE NOIE: CHORDS TO BE 2X4 FIR-LARCII 12 HIN. NOTE: TIIIS DETAIL HAY BE USED FOR MISSES WITH PITCHED O.C. ALSO. PLATE MAX. WED LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUTLOOKER PITERIA PLT TYP. Wave 1P1 -95\I1 DesigN Criteria: TPI-95(ST Q Q Q Q ••YARNING- • TRUSSES RIOUIR[ IIIRIH[ CARE IN FABRICATION, HANDLING. SHIPPING, INSIALIING AND BRACING. PIFER IO HIB•PI (HANDLING INSIAIIIRG ANO BRACING), PUBLISHED BY IPI (TRUSS PLAT[ O Q INSTITUTE, SB) O'ONOFIO D0.., SUIT[ f00. HAOISOI, yl S)71P). '00. SAFE IT PRACTICES PRIOR 10 PERFORMING IH[S[ FUNCTIONS. UNLESS OTH[1YISt INDICATED, TOP CHORD SIIAII NAT[ PROPERLY ATTACHED Q O STRUCTURAL PANELS, BOTTOM CHORD SHAH HAVE A PA OPIRLY ATTACHED RIGID CI[LINC. STRUCTURAL FURNISH A COPY OF THIS DESIGN TO IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNOOUCIS, INC. SHALL NOI BC A(SPORSIBL[ FOR ANY DEVIATION FROM INIS DESIGN: ANY FAILURE 10 o AL PINE BUIlO IH( US IS IN COAT RMARC( YI IH IPI: OR FABRICAIING. HANDLING, SHIPPING, INSTALLATION OR NN ACING OF IRUISES. INIS DES16N COAFORMS YIIN APPLICABLE PRO/151015 OF NOS (NATIONAL DESIGN (� C P(CIi It A11 DN ►UBOSHED BT IH[ AMEN ItA1 F01ESI AND PAPER ASSOCIATION) AND IPI. ALPINE COX k M A663 GA IT 1CIPI AS TEJ—1 IJ r1 I:CNIFACISOFNIIUSSC OF ANOEOGA U1l[SS 101HER Y 1fG.('IOCAI[D ONE'"IS( DESIGIS N- POSIT/011 CONN(C100.S. APPLY E PER 10 D I. `--' I -•••) '-.f 1— J Of AINI GIRUSS OIP/CIID H1N[AAAD SAAll NN01 E0['Rll11D UPONAl ON ININ ANYYOIU(pPyAY(f GAIT 10 111[ Of SIGH 3.5' MAX. r(P. IIDICH a 24. 0.E. 1.5' MAX. 2X4 F.L. LLHOER GRADES MAX. LENGTH WITIIGUT BRACING 00 I AX. 1. PGTH W/ STRUNGBACK BRACE (S) STANDARD 5-11-0 II -10-0 P S F U.A' Y U Cas � OC DL PSF 11 7-9-0 15-6-0 If 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 I5-6-0 REF R992 DATE 03/19/98 DRW C0112 SEQIJ - 25458 FIt0li PBC TC LL 30.0 PSF �a71(orESs/pN� �1% W. 9A yc TC OL 15.0 P S F U.A' Y U Cas � OC DL PSF A DC LL 0.0 PSF * * TOT.LD. 50.0 PSF J!� CIVIL Of Ul1R.FAC. 1.15 [ Atli SPACING REF R992 DATE 03/19/98 DRW C0112 SEQIJ - 25458 FIt0li PBC Y Job: CEIAIL-02 +ALTERNATE BRACING NOTE: SEE DRAWING ORININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN IIERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND -BRACING. REFER TO IPI HID -91. SEE THIS DESIGN FOR (ADDIIIONAL SPECIAL PERMANENT BRACING F1EOUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED W1I11 PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W1111 PROPERLY ATTACHED CEILING. L": C0103 (A) 7X4 03 HEMS -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING PsUI ATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TABLE SUPPORT BY ERECTION CONTRACTOR, MANY OF TIIE BELUW MENTIONED BRA'ING TYPES MAY BE SUBSTITUTED% 2X4 'T" BRACE. SAME GRADE AS IIEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH 16d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE, GRADE AND LENGTH A9 WEB MEMBER. ATTACH WITh 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PRDPER 0ENENSION9 I _I _31ve—A C. t'J "PT - ALPINE Rev 17.1e SCALE -01 �4 o c3 o v o o M IIIMPORTANTM ifAEPI"E E1411EE1tE6 Pb1tc"- IIA - WARNING16r-Ims K6D19e ECIM14E CAAI J% ITC LL 30.0 PSF REF 8992--42293 ThALL 401 92 C O O O 01/111109 FA711 IMS DESIGI CD THESE &MCIc1CIFf 15. rOnorl AIS/ 1pAC1I17, SFE HIO -91 DTIM 0 fIPI-• SEE piMsDDESISD 1m � I=1 t= FAIttvw Ta Film 19F muss "1 COD01AV1cE 1111616ote9 Sr IN. POP 403111(114L SPEUAI rEamAnim muc"A: PE TC' DL J5.0 PSF DATE 06/28/93 o a o o lnrtm tlnamps; APE NAGE 6r zm4 City. STEEL )"VITA) ASM FVIPFREHIS. DRESS 016EINIS6 11DI0AIE0. 10► " PC DL 5. 0 PSF ORM 00103 T3 cS cJ o 44+9 m 1 uurr At 140116. IT" r COMECTms 10 EAa FACC or 010PD Sats Of EAIFPAALF SPACED 1111H ""901 Ijp, _t"yDI39/5 o ALPIN o tam pa Witt&% 6Hfrufff tockles m THIS 0191ot rOS11101 tr AI14"a PLW" 21EA141 . DDuw t1DA1 : � 630St1 * BC LL //0.0 PSF -ENG FM r u/ 0019ECIONS ItA tRA9n►JS IYA. 166 1 IMA -F. OESI01 STAIDAPOS 111tH PPaPEFLI A11AfJE0 141610 CEltnb -- SEE * TDT.LD. �V . 0 PSF C=3 TRUSS v 9�E�1 n1 Tits ooq A" to IO rxE tWOF7H RPICIFO�iepPe a+nliEi%iPF�tutlnrcnnsilcw�6ral�ili� 'rl CIVIt C Irl nlr. AND A9ALL101 1E PELIFD OPWI )11 p1/ 6THFp ttAl. OESIOI f0 n4 muss t"CT10r CCHIPMAZ16P. '�Tf orCA��10Q` OUR. FAC. 1.15 c.l u o v o o t._IPl •buss ►ule 11Wnr9le IID% - 11141 uulalut DEStcn vteuluttou rm 111x6 rnlslwc1j6H SPACTN[T 24.0" Detall for fnbricaLloti of bottom chord filler Lo be used to produce a flaL boLLom chord of variable lenyLlt. Refer Lo appropriaLe design for lumber, plates, and other data not shown here. (A) 1X4 continuous lateral brachy ( 61-U" U.C. (max.). ALLach wlLh 2-Od halls. Furnish copy of this drawing Lo erecLion contractor :To he will know of Lhls reyulrement. REV. / SM / 1/5/92 (DRAWING NUMBER) (2) REV. 1/21/93 OR (VERTICAL) (3) REV. 7/7/93 FM (MAX. FILLER OPEN PANEL) PLATE TYPE ALPIIIE FURNISII A COPY OF THIS DESIGN TO ERECTION CONTRACTOR 8 TRUSS IMPORTANT: ALPINE EIIGINEEIIEII I'IIUUUCIS• INC.. SIIAIL NO UE DESPUNSIUtE FUD ANY UFVIAunm I NOM INESE sPEFAILI•INE IO USIID 111E DEVIATION 11USSIN COlMIIS IOI ANY f OnMANCEWINITINE -OUAI IIY CONIFIOL MANUAL" BY TI'1. At PINE CONNECIOIIS ANE MANIUACIUIIED MUM 20 GAUGE NAI VANIZEU STEEL UNLESS OIIIEN ISE SHOWN. MEETING IIEOUIIIEMENIS OF ASTM A446 GnAUEA.APPLYCOIINECtU11STOUOIIIFACESAIEACIIJOINt AND LOCATE AS SIIOWN. BEARING WIOIIIS AIIE 4" NOMINAL UNLESS OINEFIWISE SIIOWN DESIGN SIANDA IDS CONFORM WITIIAPI-LICAOLEPNOVISIONSOF'NUS-a6ANUIPI.BSOn PCt•B0. WARNING: tnussEs neoumE EXtnEME CAIIE IN IIANDLING. ERECTION AND GRACING. SEE "DWt-76" (BNACING WOOD DATIONS -MMENTAIIY AND - SEE 71115 DESIGN FOn AODI• MMEN- O • 7IONAL SPECIAL. PEIIMANENT BIIACING NEOUIIIEMEN IS. UNLESS 0111EI1WISE SI TOWN• TOP CNORO SHALL DE LAIEIIALLY DIIACED WITIIPROPERLYATTACNEOPLYWOOOSIIEA• TITINO, Bo110M CIIOnD WIT11 n1GID CEILING On nnACING AS SPECIFIED ON DESIGN. 00 NOT USE TNISOESIGNWIIIIFInEnETAnDANT TREATED LUMDEII. ESSIU 4,Q �Q• .`\� .a h �2 4k W V Ito• l 0a 63p2m k �• * t• P� CIV .�� DESIGN CRIT, UBC REF: 5736 R427 TC LL: PSF TC DL: _ PSF DL: PSF 5'0 TOT. LO: PSF DATE: 7/19/88 DWG: _CD 106 i ENG: FI -1 O/A LEN: VARIES DDR. FAC: % PITCII• VARIES „ SPACING 24.0 U.C. TYPE: DETAIL •IPI . 1nussPtAIEINSTITUTE: NOS u NATIONAL DESIGN SPECIFICATION FUnWUUDCoIISTItUC110N. IROSS.ORAC 1116/01 (ICK III(; DE FAIL 11115 DUG PREPARED FROM COIIPUIER IHPUI (LOADS A DIMEHSIOHS) SU811111E0 BY IRUSS MFR. 11"S RRACIIIG/UI.00KING ncTAIL (AT SUIYTIR T ) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEIJ DESIGNED TO RESIST LATERAL SMEAR LOADS. -- ' (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII Willi (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED ANO ATTACHED AT 00111 EIDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. , (N) IIEIGHr of TRUSS AT SUPPORT. 1. OW LING SECTION S -S - TRUSS (0) 2X4 II.F. 03 OR BETTER DIAGONAL DRACE. APPLY III PAIRS AT 16-0-0 .(T) - TRUSSES D.C. ATTACH 10 EACH OVERLAPP111G TRUSS USING (2)-16d NAILS AS SIIOWN. BRACE 14AY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SIIEATHING APPLIED TO TOP CHORD. (L) LOADS AS IWICAJED Oil TRUSS DESIGII. (M) IF TRUSS IiE1GI1T AT SUPPORT IS 10.0" OR LESS. DIAGONALS NOT REQUIRED. 8 APPROX. (BB) BLOCKING TO BOTTOM CIrM, OVER SUPPORT. 45' II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIDRD. PLT TYP. Wave TPI -95 Desi n Criteria: TPI-95(STD 18.20 ••YARNIKO•• CA O O O 11ISI(S AIOVIRI 11111111 Cull It FAIRICA1101, NANOIIRG, SKIPPING, IASIAIIIIG AND Q O 11►CUG. At►tN to NTI•►1 tNA.DUAG usuullG 1K0 IRAcue), runlsrtD Ir nI ttluss ►IAIt O ►11r ONNING at to IN(ft •FO1(IIoIf.•VNIISS DIN[RYAS[SINDICAI(O,fICNORORfNAII SNAT[A►AO►I pT�SS10 �yC TC LL REF R421 O lot R(TRAI IACN[C O STNV(1YI AI /ANll f. I01I0N CNORO SNAIL NAI( A INOIIAII AI lot M[D RIGID LL HAVO. �• �(o lV4 T C D L DATE 1/12/94 -•INPOAIANI-• ►VAR11N A CO►T OF 'NIS D[SIGN 10 INC INSIAtlA11aN CONINACIOR. AtPIN[ IIGIN[(AtD n oovcls. uc. y DC DL ( L , T,JI•��II'••�••++ O ALPINE Sr/ll Nol II Rurolsult r01 ATT DITIAFIOR FRON INIf O(SIGA: ANT FAIIVA( l0 ►0110 IA[ 110�f1f IA CONE ORNAIC( YIIN Irl: OA FAINICAIING. NAROC UG, fNlr/1110, LL IISSAU A110I ON IAACING OF IAISSIJ. OR$$ O(Sm CONF ORN5 YIIN AP►L ICAIII /ROTIfiONS 0► 10f (IAS IORAL DISIGN I srturlculoN runlsrto Ir INC AN(RJCAN ratlsl AND rAr[A ASSOCIAFIOq AND 111. Al►INJ CONS((IOf! lNl :101 OF SODA ASIN A[!) GR)F GAIT. Still, 11((11 AS 10110. A/ply CONN(CIa 10 k \! TOT.I.D. ORW 3,048,634 O O Q uu Plc( or urss, ANDvsuss o1N(Nr1st louuo ON INIf VISION. ►OfIIION CONNICIONf IIA Q DAAIIR.. ISO, ISO INC ISO A AR INGIN(11'S $(At ON INIf CRAVING AI/I IIS ONLY 10 IN[ VISION CIy1� �lZt( OF C�� DIIR.FAC. CA EIIG / CWC or 1111 uosf o[r1Cl(o hill AND SNAII Not I( 11U(o UPON a All WHIR IAT SPACING SEE AOOVE PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND. 30.00 FT MEAN HGT, SBC, SEE HIB -91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE 1N ROOF, 100 Ml FROM COAST. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF BRACING. CAT 1, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A FLAT TOP CHORD < OR = 12' — — PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. • • 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON fESS1pN'� OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. t�O0 W. 9r � �FATCBRACING No. C 5 ESIGN 2 B T TOP CHORD < OR = 20'�T9l �WiDETAIL PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND 4 2 2 4 SECURED GRADE SCAB AT ATTACHEDWITH WI H210d#3 COMMON NAILS 4" O.C. 2' FLAT TC BRACING PER DESIGN CAP TRUSS TOAND SECURED DETAIL C 3X8 TRULOXTOENAILED PL.ATES (E CHTOP FACE) ATDEACHC NING D AND 1/3 POIIN STH ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD CIRCLED NUMBER INDICATES REQUIRED NUMBER GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. FLAT TOP CHORD < OR = 30' OF 0.120' X 1.375" NAILS, OR EQUAL. PER FACE PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. ALTERNATE CONNECTION • 4 q 4 (4) 6d COMMON NAILS *:_ Id EACH FACE tj ---------- -- ------ 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) FLAPER TTC 1 6d COMMONILS E R GUSSET. IN D SIGNALING /7 CAP BC AND (4)) IN BASE TRUSS FLAT TC. TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING ZD D BRACING. REFER TO HIB -91 (HANDLING INST ANALLING AND BRACING), PUBLISHED BY TPI (TRUSS TC LL PSF REF PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL' HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC DL PSF DATE 3/5/99 CEILING. ■■IMPORTANT+w FURNISH A COPY OF THIS DESIGN TO ]HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 8C DL PSF DRWG 581,670 . • HANDLINGDESIGNi NSHIPPING.EIN�TALLINGBUILD THE ANDTRUSSES BRACINGIOFC�RUSSES.NCEWITH DESIGNTPh CONF°ORMS WITH APPLICABLE BC LL PSF —ENG SJP/KAR PROVISIONSSPECIFICATONUBLIHED BYHE AERICAN FOREST AD 17OP1..LALPINENCONNECTORS1AREPMADESOF PAPERASSOCIATION) AND 20GA7ASTHMA653 GR40 GALV.NSTEEL T❑T.LD. MAX 60 PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES DUR.FAC. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1.15 DESIGN SHOWN THE SU17ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T PONS B TY F T UDESIGNER,E ANS /11-1995 SECTION . SPACING 24.0" (SOA -SHANKS RICK / SHANKS HOUSE - Al CON) CCITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 1.3.3. 10 PSF 8C LIVE LOAD PER UBC. ca rn 0 H V A O a Q.. A W a W W WLA4IAlJ z • z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4K4 - MCA'FtPA1J = z dal 4 Oa) Lc1-4-OGT.) J/TT E l/OUNI 1 8-0-0 I_ 8-0-0 4 _I RAI GING DEPARTVEN I 16-0-0 Over 2 Supports R-696 W-5.5'A;T; R-696 W-5.5' Jt� APPROVED PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale —.315` Ft. �O "WARNING•• TRUSSES REQUIRE EETREIIE CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND DRACING. tIrEl TO HIB•91 (HANDLING INSTALLING AND BRACIRS). PUBLISHED BY TPI (TRNSS PLATE INSTITUTE. SBS D•ONOrRIO M.. SUITE 200. MADISON. Y1 SMS), FOR SAFETY PRACTICES PRIOR TO pLD W TC LL 16.0 PSF REF R427- -10256 PiaroiNING TBESE FUNCTIONS. UALISS OTNINN[SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 155.0 PSF DATE 05/23/00 N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW CAUSR427 00144037 c-; "IMPORTANT'- FURNISH A COPY OF TN[S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGISE BC DL 7.D PSF NPRODUCTS. ZREO INC. SHALL NOT BE RES►ONS IB LI FOR ART 0(VIATION FROMTHISDESIGN:ANTFATlU0.EOOILD CA -ENG AEB/GkH TEE TRUSSES IN CONFORMANCI WITH TPI: OR FABRICATING, RANKING, SHIPPING, INSTALLINGAlP PROVISIONS OF NOS DES BC LL 0.0 PSF INE BRACING or TROssis. THIS DESIGN CONFORMS WITH APPLICABLE (NATIONAL SEON - 17849 APPLTALPINE HADE OF 20GATrASIR Ail ORROE ANENICAN tEST GALY. STEEL. tICEPTPAPER EASINNOOTED. TPI. C""ECi ISSPECIFICATION ARE PUBLISHED CORNICTORS TO f May 23 2000 * TOT. LD. 38.0 PSF Aloes I• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TRIS DESIGN, POSITION CORNICTOIS PER ORANINOS 160 A•1. TME SEAL ON.TNIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENUNEERINC RESPOES[BILITY SOLELY FOR THE TRUSS COMPONENT 0E5I60 SHOWN. THE SUITABILITY AND ESE Or THIS OUR. FAC. 1.25 FROM KD SPACING 24.0". "'A"^ .� CoIVONEIT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER OF ANSIrTPI 1.1"S SECTION 2. SHANKS RICK / SHANKS HOUSE - A2 GIRD 11(TOP CHORD 2x4 DF -L #1 40T CHORD 2x6 DF -L SS WEBS 20 DF -L Standard :W3 20 DF -L $1: C--> 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. . a (ADDITIONAL LOADS SIC - From 915 PLF at 0.00 to 915 PLF at 16.00 c:')EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 RECOMMENDED CONNECTION FOR 38-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24. O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. W6X6(R) N C/3 F� V Sa a W6X4(C2) P-. W t>4 W W - C-!3 W4X6 (C2) ,e W w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11S) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 2 ROWS ® 6' O.C. (EACH ROW) WEBS : 1 ROW ® V o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC 4I 72.00' OC. G(C2) - W4X6(C2) m ( 8-0-0 I_ 8-0-0 _1 16-0-0 Over 2 Supports R-7928 W-5.5' PIT TVP Wava TPT-95%R Design Criteria: TPI(S O C=� N C -i N ALPINE I AIPIm Fngin=M Ploducm Inc. 8Bc1m1aI0, CA 95828 '-WARNING-- TRUSSES REQUIRE [11AENE CARE IN FABRICATION, NAIDLINS, SNIPPING, INSTALLING Mt BRACING. ACTIN TO 11111.91 (HANDLING INSTALLING AND 8I4CIN6). PUBLISHED BY TPt (TRUSS PLATE INSTITUTE. SBS D'ONO►RIO DA., SUITE 200, MADISON, WI 53119), FOR SAFE" PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STROCTURAL PANELS, 6011015 CHOID SHALL RATE A PROPERLY ATTACHED 61610 CEILING. '-IMPORTANT-- FURBISH A COPY Of THIS DESIGN TO THE INSTALLATIOR OO/TRACTOR. ALPINE ERGtNEERE PROWTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OEIIATIOR FROM THIS DESIGN: ART FAILURE 70 BUILD THE TRUSSES IN COHFOIRANCE WITH 7PIi 01 FABRICATING, HANDLING, SHIPPING. INSTALLING A14 BIACINA OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN' SPEC[F ICA710M POOLIfNED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE COBNECTOIS ARE MAGE OF 206A ASTN A653 6140 GALY. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS, AID UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION C044ECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FON MY PARTICULAR BUILDING IS 111 RESPONSIBILITY Of THE BUILDING DESIGNER. PER ASST/TPI 1-1995 SECTION I. R-7928 W-5.5' .. 1 N Wl AZ dU GTE COM t 4?4 41LDING ®EPART EN - Scale—.3758/Ft. REF R427--10257 DATE 05/23/00 DRW CAUSR427 00144048 CA -ENG AEB/GWH SEON - 36686 FROM KD CA - 1 - - - F TC LL TC DL 16.0 15.0 P S F PSF BC DL 7.0 PSF 9�0 BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.3758/Ft. REF R427--10257 DATE 05/23/00 DRW CAUSR427 00144048 CA -ENG AEB/GWH SEON - 36686 FROM KD ;SHA -SHANKS RICK / SHANKS HOUSE - B2 ITOP CHORD 20 DF -L J1 TROT CHORD 2x4 OF -L #1 WEBS 20 DF -L Standard �r ILATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3 Q: X10 PSF BC LIVE LOAD PER UBC. cc rn 0 z W4X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR, ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. A W F� W W WZX4(A1) E9 z z C-:3 1:'6'- 8-2-12 im.1 a I_ 11-0-0 I_ 11-0-0 I le 22-0-0 Over 3 Supports R-377 W-5.5' R-887 W-5.5' N PLT TYP. Wave TPI-95kR Design Criteria: TPI(S O 0 N N ALPINE I�$ft ,-CA a' Inc. -WARNING-- TNISSES REWIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AMC BRACING. RE1`111 TO III* II (MANDL ENG INSTALLING AND IAACING). PUBLISHED BY TPI (TILUSS PLATE 1167ITITE. SBS O'ORO/410 DR.. SUITE NOD. MADISON, 111 53719). FOR SAFETY PRACTICES PRIOR TO PERfOlMINBTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACNEO STROCTIRAL PANELS. COTTONCN ORD SMALL HAVE A PROPERLT ATTACHED RIGID CEILING. " IMiPOATAHT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEEREI PRODUCTS. INC. SMALL NOT 1F RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; MT FAILURE TO IOILO THE TRUSSES Il COXFORMMCE YITM TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AN( BRACING 01 TRUSSES. THIS DESIGW CONFORMS WITH APF LICABLE P1O115[OMS OF NDS (NATIONAL OLSIi SPECIFICATION PUBLISHED BF THE AMERICAN FOREST AID ►APER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE HAD[ OF FOGA ASTM A693 GA40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF THUS$, AID /III$$ OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DIANIRGS 160 A•1. THE SEAL ON THIS GRARIAG INDICATfS ACCEPTANCE OF PROFESSIONAL E121119IIIG RESPORSIBItM SOIELT FOR THE TOGS& COMPONIIT DESIGN SHOWN. THE SIITABILITY AND USE OF THIS COMPO IT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AlulTPI I-I"S SICTIOI E. WZA4(AL) LIL6-;_( R-606 W-5.5" W. g2 +8-0-0 "a- ILDiNG DEPART MEN' 011PPROVELi CA - 1 - - F Scale -.25w/Ft. TC LL 16.0 PSF REF R427--10258 TC DL 15.0 PSF DATE 05/23/00 BC DL 7.0 PSF ORW CAUSR427 00144038 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 38.0 PSF SEAN - 17847 DUR.FAC. 1.25 FROM KD SPACING 24.0" (SHA -SHANKS RICK / SHANKS HOUSE - 83 COM ) TOP CHORD 2x4 DF -L #1 co BOT CHORD 2x4 DF -L #1 Z:z WEBS 2x4 DF -L Standard ,PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co C+1 rn 0 H U A O Ou Q.. A- W a W z WZX4(A1) c� W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 - wr .7AY kMl f z 11-6.01` 4-2-12--J 11-0-0 I 11-0-0 J d - La 22-0-0 Over 3 Supports R-235 W-5.5' R-858 W-5.5' R-777 W-5.5' PLT TYP. Wave TPI - O O O N CV ALPINE �SBa�mtq CA 9�t� � i\R Design Criteria: TPI(STD) 03 +8-0-0 4AW-TE 09MY �; 11 IDING DEPAR EM- �' :� Fes, f� •, -WARNING-- TNOSSES NtOUIR[ EITNENE CAN[ 10 FABRICATION. BANDLII6, SHIPPING. INSTALLING AND BRACING. REFER TO BI8.91 (HANDLING INSTALLING AND ORACING), PUBLISNID BY TPI (TRUSS ►LATE INDICATED. TOP CMDROFOR SMALL NAVEFETY PRACTICES PERFORM M9 T11 IT I TgrE. HESE FUNCTIONS. 99LESSTOTHERWISEMADISON. PROPERLY ATTACHID w TC L L TC O L 16.0 15.0 PSF PSF STROCTOIAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NIOID CEILING. ^IMPORTANT— FORNISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEENEO PRODUCTS, 111. SMALL HOT BE 1ESP0BSIBLE FOR ANY DEVIATION FROM THIS OLSIBB; ANY FAILURE TO BRACERS of THNG AMD UDSS[S,H �TIIISMDFSIGHANCE ICORFDRNS NITN uTH TPI: Oil N►ittAelE PAOTISIOBSTING. HANDLING. SOf HDia(NAT ONALIOE576N P• BC DL BC LL 7.0 0.0 PSF PSF SPEC I/1CAT1as PUBLISHED IT THE ANERIW FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON RECTORS ARE NADI Of FOGA ASTM A653 GRAD GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AID NNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL DN THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY rot THE TRUSS COMPOSENT DESIGN SHOWN. THE SOITAIIIITY AND USE OF This COMPORENT FOR A/r PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE 801LDIIG 01SIONIA, TER May 23 2000 t i �p % CI,jIi.4• qp�I TOT.LO. 38.0 PSF DUR . FAC. 1.25 SPACING 24.0 ' ANSIJTPI 1.1995 SECTION I. _ Scale—.25"/Ft. REF R427--10259 DATE 05/23/00 DR W CAUSR427 00144039 CA -ENG AEB/GWH SEAN - 17845 FROM KD N Yz. cc o, o� 0 z (SHA -SHANKS RICK / SHANKS HOUSE - C8 FT CO*) TOP CHORD 2x4 DF -L #1 :T3, T5 2x6 OF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC 0 24.00. OC. TRUSS TRANSFERS 182.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. PROVIDE FOR UPLIFT AT EACH OF THE LOCATIONS INDICATED BELOW (OF -1.33) (XI) -980#, (X2) -1035# (H) THIS AREA OF BOTTOM CHORD RESISTS HOIZONTAL LOAD Hr --/+34D PLF ) NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. W2, 5X4.0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONSI t1IRNTT7rn nV 7..— ur ** THE MAXIMUM HORIZONTAL REACTION IS 3659.79# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W8X14 W2.5X4 s �_ H •- `' W012 Q W5X8 T3 a W 5 X 8 S (K) U 00 \ ra W4X12 k w (K) a W5X6 !a _ W2.5X4 W5X6 = W4X4 8-0-0 z (X1) W5X82 W4X4a W 5 X 8 X2) C --"j W5X6 z w , 11 -6-01 7 (H) � 10-0-0---� H 22-0-0 -1 E C,UNI N I 38-0-0 Over 4 Supports p�tp� C p p �: R-530 PLF W-10-0-0 m- Mala NG D'EPAir I MEN,! R-740 PLF W-6-0-0 A1. Note: All Plates Are W1.5X4 Except As Shown. PLT TYP, Wave TPI -95\R I 0 _o N N •ALPINE z ti > ..to. dCAPr$de B; Tac n Criteria: TP IANC IN6. A[►EA TO 118.11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI INSTAllIH6 A10 INSTITUTE, S03 O'OIOFAEO ON.. SUIT( too- -MADISON. MI 53119). FOR SAFEIF fIACTICE 111411 IAT, 1. GAMING THESE FUNCTIONS. UNLESS OTAER1ISE INDICATED, TOP CIORD SMALL HAY! JAOTICI ATTACMTO STRUCTURAL PAR . BOTTOM CHORD SMALL MOVE A PROPERLY ATTACR(D 11610 CEILING. *PRODUCTS. INC. *IMPORTANT" FURBISH A COPY OF 7"IS OISI9A TO THE INSTALIATIOI CONTRACT/. ALPINE ENGINEERED SHALL RESPONSIBLE 1All DEVIA7101 FROM THIS DISJSN: A TO BUILD THE TRUSSES11 COBFORHANCE HIT$T►1001FABRICATIOG. HANDLING. SNIPPING. IISTALLIICE'AND BRACING OPTRUSSES. THIS DESIGN COIFIMS HIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECT TECATION PUBLISIED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD( OF IOGA ASTM A653 6140 GALY. STEEL, EXCEPT AS NOTED. APPLY C/NECTOR& TD DRAIINGSE160 A-1. OF TRUSS. AIOt SEAL UNLESSONTTHIS1CRANING SE TINDICATESSACCEPTANCEO0FFP OFESSIONAIENGINEERING CONNECTORSION RESPONSIBILITY SOLIIY FOR THE TRUSS CONPOBEIT CISI GN SMDHM. THE StlI iABSLITI AND ENGUSE OF THIS COM►OIENT FOR ANY PARTICILAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIFT►1 1.1995 SECTION E. ri -11/-/-/-/F FESajp ,0 PSF .0 PSF .0 PSF .0 PSF * TOT.LD. 38.0 PSF DUR.FAC. 1.25. SPACING 24.0` _Scale .1875"/Ft REF R427--16457 DATE 06/01/00 DR W CAUSR427 00153057 CA -ENG /CWC SEAN - 11738 FROM KO S RICK I SHANKS HOUSE - C2 FT ITOP CHORD 2x4 DF -L #1 cr, BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard _PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE -7.3.3. 1 10 PSF BC LIVE LOAD PER UBC. ca c --a rn 0 W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X8 fa W2.5X4 - W2.5X4 % A W a W T�JAV z W3X6(B1) c.5 ' z w W2.5X4 - W W3x6(81) 8 C Z --0-0 11- - c 10-2-12 �1E 21 -6- Cl - 1 -6- _I '+may G C00,41 Z' a ( 11-8-10 I_ 14-6-12 1_ 11-8-10 _I �- 4 I 38-0-0 Over 4 Supports -_ _ _ :f fi-611NG DEPASRTM t '' R-1004 W-5.5' R-432 W-5.5' R-1469 W-5.5' R-182 C-3 P11ROVE �I PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD O O 0 N N AALPINE AID _�IOd11Cia, TCO. -DARMI MG-- TRDSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SHIPFIHO. INSTALL116 AND BRACING. REFER TO RIO -91 (NANOLINC INSTALLING AND BRACING). PDBLISHED BY TPI (TRUSS PLATE INSTITUTE. 353 O'DWOFRIO DR.. $0111 t00. MADISON. WI 5S119). FOR SAFETY PRACTICES PRIORI TO PERFORMING TRESS FUNCTIONS. ONLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED W. /y TC TC L L OL 16.0 PSF 15.0 PSF STRUCTURAL PANELS. 00170PI CHORD SMALL RATE A PROPEOLT ATTACHED RIGID CEILING. IIIPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATIONCONTRACTOR. ALPINE EO6INEENE BC DL 7.0 PSF IIODOCTS. INC. SMALL 107 BE RESPONSIBLE FOR ANi DEVIATION FROM THIS D[SIGN: As FAILINE T 68006 BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACIl6 OF TR INSTHIS DESI GM CONFORMS WITH APPLICABLE PROVISIONS Of ROS (1Ai10[Al DES1 2 BC LL 0.0 PS F SPECIFICATION PUBLISHED BY TLE AMERICAN FOREST AID !APER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADE OF TOGA ASTM ASSS "NO 6AL1. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO By 23 200 * * TOT. L D . 38.0 PSF EACH FACE OF TRUSS. AND IILM OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAWI465 190 A•1. THE SIAL 00 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIBS CNII- gyp• DUR 1.25 RESlOISIBILITY SOLELY FOR TBE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AIN USE OF THIS .FAC . SPACING 24.0 " COM►ONENT FON ANY PARTICOLAR OOILDINB IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. FEN AISI/TPI 1.1995 SECTION I. CIF Scale —.18750/Ft. REF R427--10305 DATE 05/23/00 DRW CAUSR427 00144041 CA -ENG AEB/GWH SEAN - 17820 FROM KD A (SHA -SHANKS RICK / SHANKS HOUSE - C3 FT COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TROT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. m ,SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. F1. (ADDITIONAL LOADS 10 PSF BC LIVE LOAD PER UBC. STC - From 70 PLF at 4.50 to 0 PLF at 19.00 Z;�TC - 70 LB Conc. Load at 4.50 rn 0 W2.5X4 0 W3X8 W2.5X4 W2.5X4 C.138 r (A) (A) 1-3 A W a WHB Ns W1. 5X4 M W3X6 a W1.5X4 11 z W3X6(B5R) T_ W2.5X4= w C 3 r W2.SX4 a (A) I I �X, B -0-0 W3X10 = W2X4 A W3X6(B1) a z 4 -8-12--l— 27-0-8 -1 U;UUT E COUNI I_ 11-8-10 _1 14-6_-12 I_ 11-8-10 _I I 38-0-0 Over 4 Supports R-1382 W -5.5"R-377 W-5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI LS O •'WARNING •• 7BUS31S NEOUIRE EXTREME CARE U FABRICATION, WANOLl16, SNIPPING. INSTALLING An O BRACING. REFER TO NIB -91 (HANDLING INSTALLING AID SAACII6). PUBLISHED BY TPI (TRUSS PLATE O 'Ik IRTl7PTE. 503 D'OIDFBIO DR.. SUITE 200. MADISON, VI $3719), FOR SAFETY PRACTICES PRIOR TO N FE11fOBRING THESE FUNCTIONS. OILISS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STARCTURAL PANELS. BOTTOM CNOID SMALL $AYE A PROPERLY ATTACHED RIGID CEILING. C --i --IMPORTANT-- FURNISH A COPT Of THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE [NOT FIRE N PRODUCTS. INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIEURE 811.0 THE TRUSSES IN CONFORMANCE WITH TPI: OR FAOIICATIRG. HANDLING. SNIPPING, 'RSTALLIBS D ALPINE BRACING OF TRUSSES. IRIS DESIGN CONFORMS WITO APPLICABLE PROVISIONS Of NOS (NATIONAL DES SPECIFICATION PUBl1 SPED By 7BE AMERICAN FGAIST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTINS ARE MADE OF 106A ASTM A5f3 6RA0 6ALT, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EAC: FACE OF 'ROSS. AND GA A" OTHERNISE LOCATED ON TNI$ DESIGN. POS17101 CONNECTORS PER CRAVINGS 160 A•E. THE SEAL ON THIS D.IBG INDICATES ACCEPTAKE OF PROFESSIONAL ENGINEERING Al,, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �`•!'� ,� 9 � '' CON70MENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE allILDIBC DESIGNER. PEA 3828 ANSI/T►I 1.1993 SECTION 1. wnr: R-1823 W-5.5' IP"OV En DW.AI TC LL 16.0`PSF TC DL 15.0 PSF 005 BC OL 7.0.PSF 8C LL 0.0 PSF 23 200 IN TOT.LD. 38.0 PSF �� (VII. P DUR . FAC . 1.25 SPACING 24.0" Scale -.1875"/Ft REF R427--10348 DATE 05/23/00 DR W CAUSR427 00144042 CA -ENG AEB/GWH SEON - 17826 FROM KD (SHA -SHANKS RICK / SHANKS HOUSE - C4 SPEC) TOP CHORD 2x6 DF -L SS :T2 2x6 DF -L #2: :T3 2x4 DF -L #1: ...90T CHORD 2x4 DF -L #1 :B1 2x6 DF -L SS: WEBS 2x4 DF -L Standard C" LATES DESIGNED FOR GREEN LUMBER PER NDS _ 97 TABLE 7.3.3. (ADDITIONAL LOADS STC - From 62 PLF at 0.00 to 62 PLF at 13.04 C--� rn 0 W2.5X4 = W2.5X4 W1.5X4 M W4X4- W3X8- W06= T 1-2-4 W6X8 E— B A 9.11 L- 0 a. "`' W2.5X4 A =3W2.5X4 � C=3 '� W5X4;3 z W5X6v z w . 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 48.00" OC. DEFLECTION MEETS L/240.OD LIVE AND L/180.00 TOTAL LDAD. 10 PSF BC LIVE LOAD PER UBC. SHIM ALL SUPPORTS TO SOLID BEARING. W2.5X4 W2.5X4 0 W4X4 - 26-9-12 21-3-1411-8-10 d 9-0-8 2.0-0 7-9-4 1 -9-4 1 6-5-8 I 33-0-8 Over 3 Supports `I R-1527 R-1921 W -5.5- R-25 W-5.5- Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI -95\R O C1 N N ALPINE ISau CA995ffi Ia. : TPI(STO -WAHHIIIU-- 1RU*ZLa "Luu.wc -- I.BRACINO. R[iEI TO elD•11 (HANDL INH IRSTALL1; AND BRACING), FUBLISMED BY TPI (TRUSS fIATE 1MST(TllTf, 503 D? OFRIO DA.. SOIi[ Z.O. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM IMO THESE FUNCTIONS. UNLESS 071ERWISC INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID RILIN6. •II(PORTART-'- FURNISR A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS, INC. SHAH ROT RE HESPDNS1BlE FOR RUT DEVIATION FROM THIS DESIGN; A17 FA1t ORC BUILD TBE TRUSSES 19 CONFORHANC[ WITH TPI: ON FABIICATIRG, HANDLING, SHIPPING, INSTALLINS D BRACING OFTRUSSES. THIS OES161 CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DES SPEC I,I,AT 101 PUBLISHED B( TWE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA ASTM A953 GR40 GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ME 3,013111LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPORE.T P.1 ANY PARTICULAR 1011.01.0 IS THE RESP01SJBJLITT OF THE BUILDING DESIGNER. PER ARSIJTPI 1.1095 SECTION 1. a Cy -..14-7-12 -0 0 ALDING ®EPAR ER C A 1 - - F �01� W �Fy TC LL 16.0 PSF TC DL 15.0 PSF BC DL 7.0 PSF s BC LL 0.0 PSF May 23 2000 TOT.LD. 38.0 PSF cmi_ �4 OURJAC. 1.25 SPACING 24.0" Scale .1875"/Ft. REF R427--10349 DATE 05/23/00 OR W CAUSR427 00144053 CA -ENG AEB/GWH SEON - 17828 FROM KD SHA -SHANKS RICK / SHANKS HOUSE - C5 SPEC TOP CHORD 2x6 DF -L SS :T2 2x6, DF -L #2: :T3 2x4 DF -L #1: `,n 3OT CHORD 2x4 DF -L #1 :B1 2x6 DF -L SS: o WEBS 20 DF -L Standard .SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rs.. I(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ca m IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CM. TO BRACE TC @ 24.00" OC. BC @ 48.00. OC. 0 SHIN ALL SUPPORTS TO SOLID BEARING. W3X6 M W3X8 GI W4X4 Em W3X8 = W4X61, W2.5X4 = TLU 1-2-4 T2 W2X6 a F (A) v B 0 9.11 L ate. W5X4 (R) # A W3X8 W2.5X4 w W5X6 ezr W2.5X4 sa- w z C.5 z w C=3 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.12" DUE TO LIVE LOAD AND D.17" DUE TO DEAD LOAD. MAX JT VERT DEFL: LL: 0.17" DL: 0.24" (SEE DWG DEFLCAMB0699) RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. W3X45 W2.5X4 'E�, T3 8 W5X8 Ea W1.5X4 W W3X6(B1) L6-0 dIQ 21-3-14 11-8-10 ON I 9-0-8 1 24-0-0 Le 33-0-8 Over 2 Supports R-1241 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD C� -WARNING"" TRUSSES I[OUIIE EITRENE CME 18 FABRICATION. DANDLING. SNIPPING. INSTALLING AND O BRACING. HIM TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE. $93 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFLTY PRACTICES PRIOR TO N PERFORMING THESE FUNCIIDRS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P80PERLY ATTACHED STRUCTURAL PANELS. BOTTON CHORD SHALL NATE A PROPERLY ATTACHED RIGID CEILING. C -i ••IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 00 N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OITIATIOA FROH THIS DESIGN= ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANCf A L PINE BRACING OF TRUSSESTHIS DESIGN CONFORMS WITH APPLICAILE MISSIONS OF NDS (NATIONAL DES) SPEC T►ICATIOW PUO Li SHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE RADE OF EDDA ASTM ASS3 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 08 THIS DESIGN. POSITION CONNECTORS PER DR►NINGf IGD A•I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING n....N....53n.. N[SPO/SIBIIITY S01[LT FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT"ILITT AID USE Of THIS AlpitlD W 9" d I= COX FOR ANY PANTICULAR 891LOING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ASI/TPI 1.1995 SECTION 2. R-1369 W-5.5" W. May 23 2000 C15 i 14-7-12 JUITE G&JMy PIPPROVELD TC LL TC DL BC DL BC LL TOT.LD_ OUR. FAC. SPACING 16.0 PSF 15.0 PSF 7.0 PSF 0.0 PSF 38.0 PSF 1.25 24.0" Scale =.1875"/Ft. REF R427--10350 DATE 05/23/00 DR W CAUSR427 00144054 CA -ENG AEB/GWH SEON - 17818 FROM KD -SHANKS RICK / SHANKS HOUSE - C6 FT ITOP CHORD 2X4 DF -L #1 LOT CHORD 2x4 DF -L #1 \ WEBS 2x4 DF -L Standard Lt Wedge 2x6 DF -L #2: irLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. c,c)1DDITIONAL LOADS c=;rc - From 134 PLF at 4.50 to 64 PLF at 19.00 c"rc - 70 LB Conc. Load at 4.50 0 :*********DO NOT TURN TRUSS END FOR ENDA********* W5X610 W2.5X4 0 W2.5X4 ,0 c� 8 r (A) U G / A W • a W1.5X4 @ W5X8 E� w W4X6(C9) Es W2.5X41m z W7X6 (C9) as W z 8.;6,° THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X8m W3X48 (A) W1.5X4 8 W4X6Ea W2.5X4 Ea W3X8-* W2.5X4 W2.5X4 \(A) 8 W3X8o W2.5X4 H W1.5X4 to T W3X10(B3) m CM.lc 11-8-10 I_ 14-6-12 _— 11-8-10 ®EPA • 38-0-0 Over 2 Supports R-2634 W-5.5• ' R O V I R=1958 W�5.5' e+,• Ln • Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/I/ -/-/-'F Scale —.1875" Ft. C� N [� N A L PINE •NAFINING•• TRUSSES REQUIRE EITREME CME IR FABRICATION, HANDLING, SHIPPIRG. INSTALLING AID •ORACiI&. R[FEN TO MID -$1 (HANDLING INSTALLING AID BRACING). PUBLISHED BT TPI (TRUSS PLATI [N$TITUTL. 503 D'ONOFRIO ON.. SUITE [00, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO /[IFOtMIHB TN[3[ IHNCT1014. UNlES3 OTtlERYISE INDICATED. T0► CXORO SHALL ]AEE P0.0P[RLT ATTACHED SiIUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. •-IMPORTANTIBC. SHALL ROT HE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN: AIRY FA•" FOINISI A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE EN6INFEIED PRODUCTS. R,= TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OI FABRICATING. HANDLING. SHIPPING. INSTALLINGIAN IRAC[IC IFTRU$SES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (WAITDES1 $►ECIFIGTION PUBIISIED BT III AMERICA] FOREST AIM PAPER ASSOCIATION) AND TPI. ALPINE COINECTORS ARE NAGE Of 206A ASTM A6&S 040 &ALT. STEEL. EXCEPT AS NOTED. APPLY COMMIC70RS TO O�,DW,y p �� 5 # ay 23 20 0 * TC LL TC D L BC DL BC L L TOT. LD . 16.0 PSF 1 5.0 PSF 7.0 PSF 0.0 P $ F 38.0 .r'SF REF R427--10351 DATE 05/23/00 DRW CAUSR427 00144043 CA -ENG A EB / GWH SEAN - 17832 CA 958n In& EACH FACE OF THUS$, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW II CS 160 A•2. TIE SEAL 01 INFS DRAWI/& IIDICATES ACCEPTANCE Of PROFESSIONAL. ENGINEERING BESPORSIHI604 SOIEII FOl THE TRUSS COMPONENT DESIGN SHOWN. THE [UITABILITf AND USE OF THIS AOS]/TPITIFOR ANSECTRTICULAR BUILDING IS TI[ RESPONSIBILITY OF THE BUILDING DESIGNER. PER �p /• CMS. gyp• q "_ �� DUR .FAC . 1.2 5 FROM K D SPACING 24.0 M, (SNA -SHANKS RICK / SHANKS HOUSE - C7 CARR) TOP CHORD 2x4 DF -L #1 `230T CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard ---•:Lt Wedge 2x6 DF -L #2::Rt Wedge 2x6 OF -L #2: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER. TRUSSES TO BE SPACED AT 48.0" OC MAXIMUM iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co ADDITIONAL LOADS c;:; TC - 280 LB Conc. Load at 4.50 10 PSF BC LIVE LOAD PER UBC. rn 0 W5X6 0 W3X8 W3X41a W2.5X4 0 W2.5X4 0 8 r .(A)(A) V Q O OG a 4� C-4 Px W1.5X4 B W5XB- W1.5X4 M NS2512 s w W4X6 (C9) a W2.5X4 Ea W2.5X4 EEa z W7X6 (C9) Es w w L�= z I 11-8-10 _I_ 14-6-12 6 38-0-0 Over 2 Supports - R -3335 W-5.5' L - Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI S1 G WARN MG-- TRUSSES REQUIRE EATNEME CARE in FABRICATION. HANDLING. SHIPPING. INSTALLING AND O BRACING. REFER TO MID -91 (HANDLING IISTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE. SBS 0'010FA10 OR.. SUIT( 20D. MADISON. YI 5)I11). FOR SAFETY PRACTICES PRIOR TO N PERFORMIRA TRES! ►UNCTIONS. UNLESS OTIERIISE INDICATED. TOP CHORD SNALL HAVE PROP AL ATTACNID STRUCTURAL PANELS. BOTTOM CHORD SMALL RAT[ A PROPERLY ATTACHED 91610 CEILING. C -i --IMPORTANT— FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. IAC. SHAH HOT BE RESPONSIBLE rot ANY Df11AT101 FROM Ttl15 DESIGN; AHT /A)LURE T BUILD INE tt/SSES IB CONFORMANCE YITB iPll DR FABRICATING. WAROLINS. SXIP11, IISTALLINB A A L PINE BRACISC Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (AATIONAL DISE SPECIFICATION PUBLISHED BY THE ANEIl1CA1 FOREST AND PAPER ASSOCIATION) AND TPI. ALVINE CONNECT*\$ ARE MADE OF 20CA ASTM ASSS CR40 QALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF P TRUSS. AND UNLESS OTREA WISE LOCATED 01 TBIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A -I. THE SEAL ON TIES ORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �5 ,,��,,,.RESPORSIBIIITY SOLELY FOR THE TRISS COMPONENT DESIGN SHOW@. THE SUITABILITY AID USE OF THIS Np sW .e.,6 4 .odo COMPONENT rot ANY PARTICULAR BUILDING IS TOE RESPONSIBILITY OF THE BUILDING DESIGBEA. PER Saw&mANSI/TPI I -I", SECTION I. W5X6 -�P W2.5X4 04 W2.SX4 8 C7 B-0-0 W5X8 m W2.5X4 a W1.5X4 M W4X6(C9) W7X6(C9) is TT_a_In I R-3117P"Wa . CA/ -/11-/-/-/F DW,AP4 TC LL 16.0 PSF l s TC DL. 15.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 23 200 * TOT.LD. 38.0 PSF MCA L:. DUR.FAC. 1.25 SPACING 48.00 r DEPA FIT t, E ROvEL Scale .1875"/Ft. REF R427--10352 DATE 05/23/00 DR W CAUSR427 00144044 CA -ENG AEB/GWH SEAN - 17834 FROM KD EB (SHA -SHANKS RICK / SHANKS HOUSE - C8 FT C (TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard cti 93 - PLATES PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ""ADDITIONAL LOADS**** PLT- 80 LB Conc. Load at (21.35,15.72) ,��JPLT- 80 LB Conc. Load at (23.68,15.72) Co C" TRUSS TRANSFERS 118.00 PLF ALONG TOP CHORD z THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND (CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. O a W4 w S W TC LL TC DL 16.0 PSF REF R427--16458 15.0 PSF DATE 06/01/00 V. . BC DL z w BC LL w * z TOT.LD. DUR.FAC. SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTFn Ry TRIISC NFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** NEGATIVE REACTIONS (R--194# MAX, SEE BELOW) REOUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 4738.59# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X10,v W4X6(R) III W4X6 01 W3X10 0 11-8-10 14-6-12 LF 38-0-0 Over 9 cl---*� R-2499/-195 W -5.5 - Rh -4739/-4739 PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S' -HARNINB•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING ARD O IISTITOTC.RES63 0' IOFRIO CA.. SUITE 200. MADISONHANDLING INSTALLING ,DN;RACS3719).PUBLISHED SAFE71 PRACTICESUSS PRIORATE TO O PERFORMING THESE FUNCTIONS. UILESS OYMERWISE INDICATED. TOP CHORD SRAM HAVE PROPERLY ATTACHED O 379VCTUTAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. CV •PI1 l CTSANI AC. SMALL ISM NOTABECOPY RESPOHSFOLE FORDESIGN ART THE DEVIATIO INSTALLATION THIS7DESIGN: ALPINE FAILUREENGINEERED TO N BUILD TIE TAOSSES IN COI►BRHAICE RITR•TP1: OR FABRICATING, HARDLINE, S)IIPPINf.. 1157ALLING AND ALPINE ORACIIG OF TRUSSES. THIS DESIGN CONFORMS VST* APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN ,z- SOICIFICATION PUBLISHBY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COI IECER TOAS ARE MADE OF YOGA ASTM ROSS GRAD GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRISS, Alm UNLESS OTHERWISE LOCATED OB THIS DESIGN, POSITION CONSECT043 PER " CRAVINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING •*pn;,,� iw mow,ed PTOductk for. IESPONSIBILITY SOLELY FDA THE TRUSS COMPONENT DESIGN $HONG. THE SUITABILITY AID USE OF THIS Seafgmtq CA 93821 COMPONEAT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER AR511TP1 1.1995 SECTION 1. C3) c 1l-T'z " 11-8-10 +8-0-0 E W Yf E D 19 CA- 1 - - F Scale -.1875"/Ft S E�8/p, TC LL TC DL 16.0 PSF REF R427--16458 15.0 PSF DATE 06/01/00 BC DL 1.0 PSF DRW uusa427 00154003 r >o BC LL 0.0 PSF CA -ENG AEB/CWC * * TOT.LD. DUR.FAC. SPACING 38.0 PSF SEON - 11732 1.25 FROM KD 24.0" -SHANKS RICK / SHANKS HOUSE - H1 HA STOP CHORD 20 OF -L $1 c!�! BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard .PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1 10 PSF BC LIVE LOAD PER UBC. cn 0 H v Aa 0 a o-. 0 C30 C34 C=3 w z W4X4 m THIS DUG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z W2X4(A1) w W2X4(A1) im z0 0-�13 REF R427--10354 -2---13 DRW CAUSR427 00144045 CA -ENG AEB/GWH SEON - 17838 DUR.FAC. 1.25 FROM KD 7-0-9 _I_ 7-0-9 J �— 14-1-2 Over 2 Supports J R-551 W-3.5' R-551 W-3.5• co PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 101M �111 ••WARMING•` TAUSSIS REOUIRE EXTREME CARE IM FABRICATION. HANDLING. SHIPPING. INSTALLING ABC W, BRACING. IEfERTO N1 /•91 (NANDI RHO INSTAlll1G MD BRACING), fUBI)SI[D BY T►1 (TRUSS PLATE QV+- t� INSTITOf[, 593 O'DROfAIO Dl.. SO IT[ 200, MADISON. Y) 53)19), FOR SAFETY PRACTICES PRIOR TO o PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD $MALL RATE PROPERLY ATTACHID N STIYCTOIIAL PANELS. BOTTOM CHORD SHALL RAT[ A PROPERLY ATTACHED RIGID CEILING. ••IILDORTAMT•• FURNISH A COPT OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE [N6IHE[NED C� PRODUCTS, INC. SHAH NOT 11 IE SPONSISLE FOR ANT DEFLATION FROM TRIS DESIGN: ANY FAILtlRE T N BUILD THE TRUSSES TN COIFOANANCE WITH TPI; OR FABRICATING. HANDLIRG, SWIPFIRG. TMSTALLIN6 A ' ALPINE BRACING Or TRUSSES. THIS DESIGN CONFORMS NITS APPLICABLE PROVISIONS OF ADS (NATIONAL DESI SPECIFICATION PUBLISNIO BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE May 23 20 CONNECTORS AR[ MDI Of 20GA ASTM A6S] GR40 GALT. STEEL. EICEPT AS NOTED. APPLY COMNICTOAS TO EACH FACE 0► TRUSS. AND UNLESS OTHERWISELOCATED OA THIS DESIGN. POSITION CONNECTORS PEA ORAWIN9S 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINENG CI��IIr � AlAlpine EIMBINWIFICd �' RESPONSIBILITY 3OLILY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TNERI1S THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER OF(`,�I,�� .i'9�,.C.. COMPONENT FOA ANY PARTICULAR BUILDING 1S ANSI/TPI 1-1995 SECTION 1. C +8-0-0 IA dU 6TE COUN ! f WORMING ®EPARPAE . CA/-/1/-/-/-tF Scale—.3752/Ft. TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 15.0 PSF 7.0 PSF 0.0 PSF 38.0 PSF REF R427--10354 DATE 05/23/00 DRW CAUSR427 00144045 CA -ENG AEB/GWH SEON - 17838 DUR.FAC. 1.25 FROM KD SPACING 24.0' SHA -SHANKS RICK / SHANKS HOUSE - H2 OP HAT) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L J1 :T2 2x6 DF -L #2: C2307` CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. Co C -I rn 0 W4X6 (R) 3 Q 0 a IS. A w . :Ax w w nJ/1V � z W2X6(B1) c.5 z w ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ....., W W2X6 (Al) z 0-�2•-�13 1-0.11 I 7-2-7 I 13-10-10 J Q i VQ 21-1-1 Over 2 Supports R-811 W-5.5" R-922 W-5.5" PLT TYP. Wave TPI• O C=) C=D N C—� N r ALPINE Aom 84mmed PTDaDC:3, IIx. SNafte lo. CA 93878 5\R Design Criteria: TPI(STD) Nz 0-6-9 T-0-0 &JI f E 4oOU i1 ! V •NAMING•• TRUSSES REODIRE IXTREMI CARE IN FABRICATION, BASKING. SNIPPING, INSTALLING AND II ACING. REFER TO 018.91 ERANDLING INSTALLING AND BRACING). POOLISREO BY TPI (TRUSS PLATE IISTITOTI. SM D•ONOFIIO ON.. SUITE 200. MADISON. t1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FOPCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL BASE PROPERLY ATTAC110 Q{✓r "6 TC L L TC OL 16.0 PSF 15.0 P S F STRUCTURAL PANELS, BOTTOM CHORD STALL RAPE A PROPERLY ATTACHED R1610 CEILING. "IMPORTANT• FORRIS6 A COPY OF THIS DESIGN TO THE INSIALLA7101 CONTRACTOR. ALPINE EN"'If"D PRODUCTS. INC. SHALL NOT BI RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO rj BC DL 7.0 PSF BUILD INC TRUSSES IB CONFORMANCE 0170 7PI: 01 FABRICATING. NANOLING. SHIPPING. INSTALLING At BRACING 01 TNOSSES. THIS DESIGN CONFORMS WITH APPLICABLE FRDWISIONS OF NDS (NATIONAL DESI6 B C L L 0.0 P S F SPECT►(CATION PUB IISMID aY THE AMERICAN FOIEST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF COSA ASTM A657 GR40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO M 23 2000 ay * * TOT . L D . 38.0 P S F EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COINECTORS P[I CRAVINGS 160 A•1. TME SEAL 09 THIS OKAYING INDICATES ACCEPTAVCE OF PROFESSIONAL ENGIREERII6 V D UR . FAC . 1.25 RESPONSIBILITY SOLELY FOR THE TRISS COMPOIENT DESIGN SROVN. 7VE SUITABILITY AND USE OF THIS q� 24. 0 " COMPOMEIT FOR ART PARTICULAR BUILDIPG IS THE RESPONSIBILITY OF THE BUILD114 DESIGNER. PER ANSIMI 1.1995 SECTION 2. QFSPACING Scale-.25"/Ft. REF R427--10356 DATE 05/23/00 OR W CAUSR427 00144047 CA -ENG AEB/GWH SEON - 17843 FROM XD (SHA-SHANKS RICK / SHANKS HOUSE - H3 HAT CARR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF-L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. tIOT CHORD 2x4 DF-L #1 '_1 WEBS 2x4 DF-L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. .PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. t'- TRUSSES TO BE SPACED AT 48.0" OC MAXIMUM. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ca 30 PSF BC LIVE LOAD PER UBC. c•-5 rn 0 z H3 W4X4 i W1. 5X4 W1.5X4 . 8 r 8 H V 'r-7- A O a A w ...8-0-0 z W3X8 sm z W4X4(A2) Es W4X4(A2) w z 0-2-13 0-2-13 �� g a I WI 1'' E� I 7-0-9 I_ 7-0-9 _1 14-1-2 over 2 Supports 41 1 NG ��P ��` R-1102 W-3.S"P Y fj' E n R-1102 W-3.5" cn PLT TYP. Wave TPI-95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.375' Ft. MARK NG-- TRUSSES AEOUIRE EXTREME CARE IN FABRICATION. MANDLIRO. SHIPPING. INSTALLING AND O BRACING. REFER TO NIO.91 (HAHOLING INSTAll1OG ANO BRACIIGI, fUBLISMED BY TPI (TRUSS PLATE Q� W, L bj, TC LL 16.0 PSF REF R427--10355 C=) INSi1TUTE, SB5 D•OIDTNIO D&.. SUITE 200. MADISON. YI 55119). FOR SAFETY PRACTICES PRIOR TO N ►ERFORMIN6 TNESE fUNCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHID TC DL 15.0 PSF DATE 05/23/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PRO►IALT ATTACHED 01610 CEILING. ri '-IMPORTANT-- TURN ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 7.0 PSF DRW CAUSR427 00144046 N PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY FAIL Wit TO 5 BUILD THE TRUSSES IN CONFOAMANCE WITH TPI: OB FABRICATING. HANDLING. SHIPPING. INSTALLII. AN B C L L 0.0 P S F CA-ENG AE B / GWH ' A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIG SPECIFICATION PUBLISHED BT THE AMERICA& FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF COSA ASTM A653 G240 BAtV. STEEL. EICEPT AS NOTED. APPLY CONNICTOAS TO ay 23 200 t TOT. LD. 38.0 PSF SEQN - 17840 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGR, POSITION CONNECTORS PER .p DRAWINGS 160 A-1. THE SEAL CC THIS DRAHING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING yA m(I_ D UR . FAC. 1.25 FROM KD A�EN.,,,,,,,,,,.. �pEEProdw& RESPOMSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS "�/F F0�' "Y'•'^' •yam""""`• S �- COMPONENT FOI ANT (ARTICULAR BUILDING IS TUE HESPONSIBILITT OF THE BUILDING DESIGNER, PER QF(`.,/�j sBaeDW�D•cnirsa2s ANSIf1P1 1.1995 SECTION t. SPACING 48.0' This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilitvof the installer(builder, building contractor, licensed contractor. erector or erection contractor) to properly receive, unload, store handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing .and bracing wood trusses for a particular roof or floor. These recommendations are (based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition, A where failure to follow instructions could result in Jsevere personal injury or damage to structures. ,M94 TRUSS` PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright @ by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. P,t;XTRUSSSTORAGEN r CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation - begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. WARNING: Do not lift bundled trusses by the 1�'A bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. 1ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 36" Over 24' - 42' 3/12 1 7' 1 10 1 6 4• Over 42' - 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine Q. HF - Hem -Fir SPF - Spruce -Pine -Fir ryo oO� ,yap ee@F Diagonal brace also required on end verticals. PLUMB i i Truss Depth D(in) i 12 ---I3or • greater 9 /<B V All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1 1/4" 1 1' j 24" 1 112" 1 2' 36" 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 96" 1 2" 8' 108" 1 2" 9' 11 1 1 T ±y; L(in) L(m) U200 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of L/200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed 4 on unbraced trusses. Frame 6 200" 1" 16.7' 250" 1 1-1/4" 20.8' 300" 11-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed 4 on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2x6 PARALLEL Continuous :CHORD TRUSS :TOP CHORD Lateral Braa TOP CHORD ' ;;DIAGONAL BRACE. MINIMUM11 LATERAL ,BRACE SPACING (DBS) SPAN DEPTH; $PACING(LBs) #trusses .at bracing. Diagonal bracing should be nailed SP/DF ISPF/HF ji Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2x6 PARALLEL Continuous :CHORD TRUSS Top Chord Lateral Braa Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° .at bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. 71or End diagonals ra e'esse`stability and must be duboth ends of the truss s Attachmer Required fOTr 20'(013 vp, SPF/Hp 2 O.C. 01 `ess o� 3Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� All lateral braces lapped at least two End diagonals are essgntial for stability and must be duplicates both ends of the truss system. ►s - =45°—I Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do not attach cables, chains, or I hooks to the web members. or less /or less 71/2�tr�,sslengtho Tagimately Approximately Tag Line �/:truss length Line Truss spars less than 30'. Spreader Bar Toe In Toe In Approximately SpreaderBar Toe In Less than or equal to 60' Approximately to 7✓3 truss length. Less than or equal to 60' 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar 0 � Approximately 1/3 to 3/J truss length Greater than 60' Tag / Line Tag Line Strongback/ 10' 10' SpreaderBar Toe In At above m mid-- height � Approximately Y3 to 3/, truss length Tag Tag Line Line , ' Greater than 60' CAUTION:7emporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accorcance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possibfe: Frame 2 1 Typical horizontal tie member with multiple stakes (HT) n f.russ of braced cup of trusses (EB) Over 32'-48' 1 4/12 6' 10 7 Over 48'-60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 os � Continuous Top Chord s SATs Lateral Brace —� lapped at least 2 Required —� o o 10' or Greater Required Top chords that are laterally braced can buckle ;4y-0_ togetherand cause collapse ifthere isno diago- �— nal bracing. Diagonal bracing should be nailed trusses. to the underside of the top chord when purlins 1 are attached to the topside of the top chord. Over 32'-48' 1 4/12 6' 10 7 Over 48'-60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required —� trusses. All lateral braces 10' or Greater Required lapped at least 2 '- �— Attachment trusses. 10° or Greater Required of fess 32 / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 00� Continuous Top Chord �P� �y°C�c Topchords that are laterally braced can buckle j yy Q� Lateral Brace —� All lateral braces Required lapped at least 2 '- �— trusses. 10° or Greater Attachment \ Required Frame 3 v ti 00� �P� �y°C�c Topchords that are laterally braced can buckle j yy Q� togetherandcause collapse ifthereisnodiago- bracing. Diagonal bracing be nal should nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. '- SCISSORS TRUSS 12 --j 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. ~� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, pldase complete the followil>Ig information and return this form with, your re -submittal. this form is not complete, as to all correction items, we will not be able Jo accept your re -submittal for review. There must be a vali response to every item requested in our plan correction'letter..'"By oth&s" is not considered a valid response. Please indicate yon response to each. item and the location where the information can be found'oh the plaiWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. DATE: OWNERS NAME ; ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: :OMMENTS: �` W LOCATION ON PLANS/CALCS: 'LAN CHECK ITEM # RESPONSE BY: �, �' V ;OMMENTS: Lt ,,.. 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �. C,�_ ;OMMENTS: Q e_� ✓� A5 0 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLAN!/CALCS: 10 2 AN CHECK ITEM # RESPONSE BY_ '. LOCATIO• �(y(y4'. { 1 CS: PL COMMENTS: c( i i I i i RESPONSE FOR PLAN CHECK LETTER DATED: ' PLAN CHECKITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 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 PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ICOMMENTS: CH(CO ENN'. HEALTH EFIS (� eptic ill 17 APPROVED 60NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL En>ironmental aPERMIT..CLEARANCE 00- IAD i.Permit 4: 20O0 JUi Date:Gene"a/Information Califo nvij t„ Ve G� ea AP#: �7D �(D/� 0-9 . C 9 n A Owners Name: �C�c��' t C/l Parcel Acreage: I41 U6 Owners Address: , 6 q Cy 9 Building Site Address: a 2_ &e lilw- - - em ertyinformatron Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel &Septic Well ❑ Other Zone District:�p—�� D Date of toning Ordinance General Plan: C_ Development Agreement: Use Permit: Variance: 2-2'5-92. Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ yes� Violation Area No ❑ Yes Specific Plan ❑ No Yes ❑ Chico D2N Enterprise Zone No ❑ Yes, check use Floodplain No Yes Zone: ❑ Watershed Protection Zone o Yes Proposed Use Complies With: 2 General Plan It Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Avolicable Setbacks: ❑ Cohasset Panel Number: Ds'?_0 e ❑ Accessory Building Use Code Str t & Hi hwa F Pr v n 'on Subdivision Ma Front LLZonin J� — Side O Side street Rear D - Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Sk-IJLt 1 tJ %A S'T'1� S Map Date of. Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access 4 t, ❑ No ❑ Yes ❑: No . ❑ Yes ❑ No. ❑ Yes Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: IZ-�L ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed Page: s d ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. 6APp4js1v3oIL-5 . PmIo2 To oa-rrzs„w»c' A 3uIU-�,�(�- Pe�7'., � A Sbl L.S )IV 11�$TIi; �'1QJ1� k�VSA' PtG CWcye.T eb UD A 4%XWZEMo-J MwgT �3>✓ 17GS► r�� �� �3Y A L.�G><1�J3�1� GAJ YzI __ [.00L� L >;(. )<Z' iGgho I , Pt4C q tJrAA TM P'' "ky"-T y TU ISS�SJC.> C3 E- ��1Lii�NLT �M1�” COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI No. (Rev. 12/96) APPLICATION AND -PERMIT e ASSESSOR PARCEL NUMBER 040-610-006 ZONING BUILDING PERMIT OWNER SHANKS RICH �L�pE JO 'MrN1197 SO. FT. OCC. BUILDING VALUATION EST 20,000.00 . OWNERS —UNG ADDRESS 9871 SKILLAN ESTATES WAY, DURHAM CA CONTRACTOR'S NAME ADONAS POOLS TELEPHONE CONTRACTORS "UNG ADDRESS 12 IN CE, CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $207-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 9871 SKITIAN ESTATES WAY; DI TR14AM CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome E3 Other PSL SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 15-0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal ❑ Other ❑ Describe Work: MASTER 507-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W Q20.00 PERMIT FEE $ 35. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 DA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 1 force and effect. �7 License Class fU �i Lic. No. �J` OWNER -BUILDER DECLARATION I 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, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure' for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance car�.Le nd policy number are: Carrier Z"s - -v/tJ;::�-? Policy Number env e�, — y, -;z — n (The above sections nem of be completed d the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro ' iea ion 3700 of the Labor Code, I shall forthw' co lth e- ro Si nom° X f -' Date Sigp0. of Applicant - ❑ Owner RContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO +000A 46.00 NEW CONST. OW EWNG OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT. NOµpalp T. MULT.' CRR UTITS 87.50 POWER APPARATUS a SINGLE ourLEr CIR. 20 O 1.00 Ex. Occup. OUTLET OR FDRURES SAL @ .50 Ex. Occup. o EEDTs .9%.0Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 3,1 no HAZ. I D.V IMP P=D I COF PARCEL ro HD UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ARA��Lte PERMIT EXPIRES ON �� the applicable provisions Resolutions to do work been paid. �y� !! 2 Date ReceiptNo. "046% (6 (308768) /$335.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER Mrt 0. (Rev.12/96) APPLICATION AND PERMIT - M ri` AssessoR►Ar♦ee`wu�een / _ �! r 0,6 ZOMNO Q BUILDING PERMIT So. FT. OCC. BUILDING VALUATION OWMM-2 UANNG ADOIa;/ ,� ��`2rJ S ✓'-'J 8 Jit,/'�^v CONTRACI9RY O�� 0 TQEPIgN! OO 7 MWlq ADORE!! I'L H2- � /� n �.✓ Cr- CONSTFAPCnON LENDER Fireplace Love" Mwua ADOAVIS Total Valuation $ ARCWTECT OR EMNEER 11�e NO. Fee b 20.00 —Filing Permit Fee L (ill % ARCWTECT oR ENOINEEMS MALM ADOREss Plan Checking Fee S OUILDINO AM,�8 7 f s � �� 5 v Energy Plan Checking Fee $ '�- PERMIT FEE _ LOT No. •ueonneb►LaNAME PARCEL "1A° PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other SPECIFY Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation0 Other O i ti Describe Work: / ��5 J `� / - � Gas piping system 1 - 5 outlet 15.00 Buildingsewer 15.00 Mobile Home I S I G I W IQ20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service p Oo.R t9', 23.00 • *PERMIT FEE PAID $ SRA ' ' $ SHERIFF OTHER $ $ $ AMOUNT RECEIVED $ �S % *RECEIPT NUMBER �(� * TO BE PUT INTO COMPUTER Main Service 200A TO 1000A 46.00 CONST. DWEU-MOCCUP. 3.SQ s0. OR ADONS. A ACC. ELDS. FT. NONRESID.romL NUL RANCH CIRCtM LEi @7.50 POWER APPARATUS i SINGLE OUTLET CIA. 20 Ex. Occup. OUTLET OR FIXTURES SAL 0 1.00O .50 Ex. Occup. OvTL , sio.°EEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 MBsc. Wiring 23.00 U� PERMIT FEE $ So MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEt t Mobile Home Installation Fee $ Energy Inspection Fee $ °C CONST. TYPE TOT L FEEL A3 ---" 1 °-- `°F _P�_ ND This permit is hereby timed under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which lees have been paid. By Date .PERMIT EXPIRES ON Part) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 91 G (I- ���/�.✓ /?� ASSESSOR PARCEL NUMBER: yo G / o , D ,(, Proposed Building Use: M�;oo / C o �, 5i 7 Building Inspector: �_ Date: / 1_ . Z At time of permit application,'l was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- P 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- x,❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Flood elevation certificate. ------------------ - - - -- - Sanitation and plot plan approval Chi I Health Department. ------------------------------------------- 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- ❑22. Workers' Compensation carrier and policy number. -------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------- ❑ 24. Letter of signature authorization. ----------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- 1:126. --------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: / When you issue the permit, process as follows ❑ Mail to owner,.4ail to contractor. (Date) ❑Telephone and hold for pickup at o . ❑ Deliv w th ' tor. / ��% 192�� ol Applicant: Date:! V�'J Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑oll Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: / Sets of plans on.hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. f r � E.H. USE ONLY r Plot Plan Attached Floor Plan Att c Sent to B.D. TO: Building Department ✓1 FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ter Supply: Public Private Well Clearance for dwelling. Other DO ,3 Hold final for: Final clearance O.K. for: NOTE: Environmental Wealth Specialist Date NOTES RESIDENTIAL 040-61-0-006 0- 746 PERMIT N0. -? SHANKS, RICK. & SHEYNNE ' , 9871 SKILLIN ESTATES DR., DURHAM i CONTR: RMS BUILDERS . NEW SINGLE FAMII,Y OFFIICCE/COPY G�% Address VI ✓/`��(�//lC U� � GAS /-V Meter By Date( ELECTRIC I Meter By Date } SPECIAL CONDITIONS CHECKED r� -BY SRA FLOOD CERTIFICATE REQ. J FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS k VERIFY USE PERMIT CONDITIONS A SUB -STANDARD HOUSING LETTER M l ai 61 2 �� v 02 E OFFICE COPY y ' Address -5:o 7/ '5A' I/fAr I9`x/12 � ! GAS Date Meter By C 1 ELECTRIC /l Meter By Date JOB FINALED (Date) Z-1 `l!:� 1 ©2 Signature dA ../ = OK " 0 = Not. OK = Not Applicabje = Not Ready. ^ MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except S's Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except S'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-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 OK 0=NoOC- 0 =Not OK - = Not Applicable = Not Readv �"DETIAL (Single & Duplex) Date J, _,fndgrfloor (Plans) OK except #'s Soils-Elec. Grnd.-/ 31-Ftg., Garage; Soils-Steel-EleqfZr-nd.-/ " /" Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped 6. Stem IIs, Garage; Steel-Blockouts-Wrapped ta.,I,f4d Downs and Special Anchors 1: Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel PF-W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. PI ms & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access Ventilation 16. Insulation Date '6p)100 Card B-1 Date _ w Card B-1 Date -LV Card B-1 &a Date Card 13-1 Date PLUMBING (Permit) OK except #'s 117Wa-terjor.; Vent -Access -Combustion Air Baffle 18 Pipe; Test & Anchor -Nail Protection 1 91..W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. 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 EL RI AL (Permit) OK except #'s ixtu ansformer Clearance -Ins. Protection 4. a eceptacles Spacing -Lights & Switches at Doors iz oxes & No. of Conductors Stapled om 'tn`stalled Close to Edge of Studs & C.J. qui round made up w/Meeh Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & C n uctor Size GFI 2 feed Wire Size / / ga. Cu o AI- . . Wire Size / / ga Cu or AI 30. Range Circle /`©/ g C 1.Oven Circ. / / ga Cu or Al Insulated Neutral es O No 31. Service- 'Ser Conductors & Ground Main Disconnect 32. E . Cjearances Panels-Motors-Mech. Equip. I es Closet Light -Shower Light -Spa Light 34-1�moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M CHANICAL (Permit) OK except #'s 3 ucts Insulation & Support en_urK Exhaust above insulation 3 ensa Drain & Overflow, Size & Grade Fur e -Vent Access -Comb. Air -Return Air Vent 115 outlet tic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date fiftAMING (Permit) OK except #'s 4 . s Proper Materials & Anchors VjlAs Studs -Nailing Spacing & Braces -Plates -Sound . Bearing Walls over Gir loor Nailing 43. P4 Stop in Wallrat pr F' Stops, Furred Ceilings -Stairs -Chasers -Tubs ak�Heafiers & Beams -Size & Bearing Date FRAMING (Continued) nyors-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Firepl_ace Ties or Ty ue- Flireplace T at Clearance Vai!AttI ACC ; Size &Draft Stop -Ins. Baffles m. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing C L�Nti 52. Prop ine Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 wood on Roof Overhang -Attic Vents -Rafter Outriggers 5s xwrng-Naijing Veneer 57. Stucco -Drip Screed -Fd. Vents-Underflr. Access 5 zing Area -Glass Prote tion -Skylights -Plastic 59. Sh alls; Nailing Its Ii -l - Bra Interior/Exterior Wall Panels 61. -Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card- Date Card B-1 Date FINAL (PI ns) OK except #'s E Steps -Door & Sidelight Protection -Landings oke Detector 65 Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor -Ducts -Mach. Protection B room Exiting GX. . & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 40. St 'rs & Rails . Fireplace or Stove, Clearance -Hearth JZ Outlets at Wood Panel, Int. & x ()Z lZ t - i . Fixt. & Appliance; Grou -Air Ga -Cooking Clearance Elec. Outlets & Receptacles at it. Counter rage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in.0arage; Above Floor -Meth. Protection WPlb., Elec. & Mech. Equip. Listed for Location .W. EI c. Receptacles in Garage (F.F.I.)-Romex Protection ggr'l'ns in Attic ISO- 22ard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Instld./Drive 0 Yes io/Walks :I Yes D No/Planters ❑ Yes ❑ No .Ag -.-Stucco Brown -Finish .84 ' . . Unit Disconnect, Electrical -Plumbing 1:57 OZ fZ MV>rrts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings naewaw- r Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground ntilation Throughout House ass Protection rections from Previous Inspections G Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 94. Address Posted Date?, ( , Card B-1 ( Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: IF r . ",, 'NCDUNTY OF BUTTE - DEPARTMENT"OF•DEVELOPMENT SERVICES - BUILDING DIVISION ' ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) k; i_ APPLICATION AND PERMIT �Q_ ASSESSOR PARCEL NUMB ER 0-61-0— 04006 ZONING _ BUILDING PERMIT OWNER RICK & SHEYANNE SHANKS HONE TEL�899-9312 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 78460 CHICO, CA 959273281 177,201 n_ Q CONTRACTOR'S NAME RMS BUILDERS TELEP 899-9312 1044 i _ _ 299 TIN CONTRACTORS MAILING ADDREP.O. BOX 7846, CHICO , CA 95927 CONSTRUCTION LENDER BUTTE nn�h,�{ I i BAR �Jj ��' Wlll�lUl� Fireplace n r, 00 LENDER'S MAILING ADDRESS FOREST AVE., CHICO Total Valuation $ 9111 A ARCHITECT OR ENGINEER GREG PEITZ ARCHITECT LICENSE Filing Fee $ 20.00 Permit Fee $ 14Q ARCHITECT OR ENGINEERS MAID DRES 3§3 RI0 LINDO AVE. , CHICO CA 95926 Plan Checking Fee $ BUILDING ADDRESS AM 9871 SKILLIN ESTATES DR., DURH Energy Plan Checking Fee $ • PERMIT FEE $ 1756.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 ; Solar or heat um water heater 23.00 `� Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New M_ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 • !' hf Building sewer 15.00 j'�• a r nc Mobile Home I S I G I W @20.00 �'�•`�" LAWN SPRINKLERS 115.00 PERMIT FEE S 214.00 ELECTRICAL PERMIT Fling Fee 20.00 e00V OR LESS Main Service . ' OR IESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 ull force and effect. F ^, . JO+ License Class n Lic. No. (y}V{(,�c✓� G�3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. ( DWELLING Occup. O ADO NST &ACC. BUDS. r 3,50so 151.4 OUTLET NON.RESID. C @7.50 POWER APPARATUS a SINGLE oLE uTT CIR. EX. Occup. OUTLET OR FIXTURES 20 Q 100 BAL O .50 Ex. Occup. ..5.00 .°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00, Misc. Wiring 23.00 PERMIT FEE s 194► 45 • 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' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of ­a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. "'� . `�_"w — ',`aJ� t' X tiL,ZA • 1 S Date 6—/—m Signature of Applicant - Owner Q4Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Heating 2 Cooling2 ia Hood Ventilation PERMIT FEE $ 124.50 Mobile Home Installation IF.ee $ Energy Inspection Fee $ 46 • 00 occ R3/U coNST. TvpE q TOTAL FEE $ 2289.45 HAZ. D. FE CI Goo °DF PARCEL PD fw H ISSN - 1/ 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. //���� t"'"��Alxol- By ilk.,, &/ /61ate PERMIT EXPIRES ON U hl-, Date I Receipt No. 4332 7 W92-5077 /as / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO I GOLDEN RODdPRICANT w FROM CHICO Insulation FAX NO. 5592689389 Feb. 12 2002 01:12PM P1 _,_,• ;...' •` �,` pct.: ^.n�,.r,. ._ _ _ CLIMATE PROD FIBER, GLASS BLOWING WOOL Your home has been professionally insulated, to provide , a guaranteed thermal resistance, ' liUMi•:UH+AZER :S NAn� Rin � 'iZa L Q ADD]= ' 0'!Y Swr Zp RECORD OF INSTALLATION • ;' BLOWING WOOL BATrS AND, ROLLS NEWCONS7RUCITON IFRmonT: R•VAWE THICXNESS AREA INSULATED ❑ RE• ono DPP77i OF PREVIOUS • • NUMBER OF encs �' INSULATION IN. usP,n II�Es Q •! AREA INSULATED`-'— E-1.R-VAI.VE11 —3QOIN.—��q[��/i� SQ FT. . $CR PRPVIOUs LNSULnmom Us �� 4. `.� ' $Q Fr. 7 S THIOlaVLr,U OF I.+Is1ILArrON 1101/q TYPE (5) OY PREVIOUS1 ���/� 0 INr SQ. FF, QV INCHES INSUL\21IN Arm 1'1.00R5 `�//� p_L_�Q IN. Su R-VALUE OF INSULATION ; IN uL FT ' ClBYIATE PRO, BAG WEIGHT - 75 LB. NOMINAL R-VALUE MINIMUM THICKNESS' BAGS PER 7000 SOI. FT. MAXIMUM MINIMUM WEIGHT NET COVERAGE PER Sa FT. <, ; TO obtain an iruukwon /nttallnd isuvlatfoa 77w number of dna per1000sgrAof Cont6ttls of this beg should TRe`!d �p,,<'c V mbla � (R) of should not. dt lets a=.- net a+� should rwt be las not rw R of / tutdt insubtion should than mw tum. not Ot 1w than: j,•-'. .: 11 Sit in. 7.0 142 sq. fc 0.176lbs. <: ''• 19 81: in. 12.5 79.9 sq. ft 0.313 Lbs. 22 10 in. 14.6 68.4 sq. ft 0.365 lbs. ;i 26 lDfln. 17.2 58.0 sq. fL 0.431 Lbs. 30 ' 13 in. 20.0 50.0 sq. ft. 0.500. lbs. 88 16K in. 26.8' 38.0 sq. fL 0.659 lbs, .44 189 in. 30.5 32.8 sq. fL 0.763 lbs. 50 20A in. 85.5 28.2 sq. fL 0.886 lbs. 60 23X in. 43.0 23.2 sq. ft_ 1.076 lbs. INSULATION C0N'FRAi.TOR SIGNATURE DATE :2--11-CI':4- , � COMPANY C N;C -- �5A L I" AbnRm PHONE 'P. 1:v j HOME BUILDER SIGNATURE DATE COMPANY Ann _ PHONE JohnsManwffle ��: J elc19a 7197 Johns Manwile Corporapon, P.O. 8CX 5108. C)6 er, CO 80217SIOS. Intempt; hRo:/fv .jm,Corh. Fa m0ee 1n10rtI1Btion cn9 1500.8543103. `'••'�`-..^'c,4.`y.�..-.y:..'.�,�7��fi.'.A.�a.�."ar`":�v�'�s+::Z'.**L��.,.+i.�".`� +.�..ec'-"'f�-.Y+...a.�w . � "1 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 Gl -I-P 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 comp) ted. If you have any questions pertaining to this matter, or need additional explanation, pleVe contact this office immediately. C J I Date 2 ' + J, j2—_ Inspector REV 10/92 �r`..iF'=': _,= "-�'�c•� -Y ,,.5. ,;;+,:�:.-.,. .h::3 COUNTY OF BUTTE 'BULDING DIVISION ............... s DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OD 717�� 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. pe %wU z) 17i37W1x1 )E�K 7Z616( (,. 3 Irl ' 611aL'a oA()Vj t'e ("— Date f �!:'_c""'�r--=;�;t�-..,,.,rr.tiQ�..'a:.�r'►�.�.C�--�li.....-9..-r--•'�C�"F'�.Ys�-.., ••�.,Y=,.:�.r' .� .,..x., , ..� ....:..:.. : COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 S CORRECTION NOTICE •z = 3 OWNER PERMIT NO. A.t 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 contacts office immediately. V flW,; Will a/&// I-Al� HEV 10/92 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 17Vf 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. 4- S /2 /jr k � Date t� Inspector J�' REV 10/92 t -�"'�'� , �...- ,:,,,'R'�..-..v.... --�•- -'-- _� �,_�,.- ----+mss..--•--•�� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 I. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the i.. 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. :5th74/ c r a *i"�« waw, 12 -.1 Y -e z i rod , 4r j t ' ire Date Inspector US S / 13— ` REV /92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION C /7�lk 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�d PE . Aeffw (Rev. 12/96) APPLICATION AND PERMIT r ASSESSC* PARCEL NUMBER 040-61-0-006 ZONING BUILDING PERMIT OWNER RICK & SHEYANNE SHANKS ONE TE�899-9312 SO. FT. OCC. BUILDING VALUATION 3283 R 17719Rg-nn ' .OWNER'S MAILING ADDRESS P.O. BOX 7846, CHICO, CA 95927 687 cnV 931.00 CONTRACTOR'S NAME RMS BUILDERS TELEPHONE 899-9312 1044 U 18,799-00 399 7,1R9_nn CONTRACTORS MAILING ADDRIP.0. BOX 7846, CHICO , CA 95927 CONSTRUCTION LENDER BUTTE COMMUNITY BANK Fireplace LENDER'S MNUNG ADDRESS FOREST AVE., CHICO Total Valuation $ 9111A 7 nn ARCHITECT OR ENGINEER GREG PEITZ ARCHITECT LICENSE NO. C-21283 Filing F@@ $ 20.00 Permit Fee $ 1038.-50 ARCHITECT OR ENGINEERS MAILING ADDRESS 383 RIO LINDO AVE., CHICO CA 95926 Plan Checking Fee $ 675 00 BUILDING ADDRESS 9871 SKILLIN ESTATES DR., DURHAM Energy Plan Checking Fee $ ,66 $ PERMIT FEE $ 1756.50 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00]IQ Solar or heat pump water heater . 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping stem 1 - 5 outlets 15.00 ' Buildingsewer 15.00 ' Mobile Home I s I G I WF_ 220.00 ' LAWN SPRINKLERS 15.00 PERMIT FEE $ 214.00 ELECTRICAL PERMIT Filing Fee 20.00 OVR LE Main Service ..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 i full force and effect. ` ^, ,r License Class LIC. NO. w 8 �j OWNER -BUILDER DECLARATION I 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, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 WEU200A CCU000A NEW CONST. DWEWNG OCCUP. OR ( a ACC. BLDs. SO 3.5,Fr: 151.4 CNS. NO"�ADSID. MuLT.' CIRCUITS 97,50 POWER APPARATUS & SINGLE OUTLET CIR. E(, OCCU OUTLET OR FIXTURES BA0 @ 1 .50 Ex. Occup. DFIxLI s Aa D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 94.45 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 2 120.00 40.00 Cooling 2 20.00 40.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallTOTAL 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. S S Date -� - (� _ Signature of licant Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R11/11 CONST. TYPE VN FEE $ HAZ. D. F P OD Y CDF CD CEL T pD ",q ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By 4 PERMIT EXPIRES ONeliob the applicable provisions Resolutions to do work been paid. at !J ! (J V Date ReceiptNo. 294332 / $692.50/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENROD- LICANT I A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev.1M6) r APPLICATION AND PERMIT A.fptOR/AA ;,�.� f � _ t DONNIX, O IFS BUILDING PERMIT B SO. FT. OCC. BUILDING VALUATION Dw►4R, NO AD . G . C,1�'( CC) GA s 8 2 Z. a o to 8 C FS a/ . -00 COMRAM NAA! (ell TELEDIgN! � Z W3 -q t �OLf t � � � O® CON RACTORI MAK04 ADDREss y co CA q!592 r. ! z . 00 N.TRUCrXM tMV1 c wtt C® rm . Win. K� 1.0409'! MMUNO ADDR!!s c0 Fire laceOCJ /SE?O Total Valuation L Z 00 AACHITECr OR ENDINEF11 Corec ie�z tkEME NO C21283 Filing Fee S 20.00 ARcwmcr OR i NO ADOM 2J T \O C� 7 sof Z (p Permit Fee Z S , 50 Plan Checkin Fee S 00 SUIONOADOMIR Energy Plan Checking Fee t 23.UO CA . -3 � PERMIT FEE _ � LOT NO. atlsayslDNSNIuI! aAAcet. ►uP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex O Moblehome O Other Each Trap 7.00 11C7.00 Solar or heat pump water heater 23.00 Water piping 15.00 /S0O Each as water heater or vent 15.00 00 TYPE OF WORK \ New( Addition O Remodyyelff O Utilities O Installation O Other O 11"- "� Describe Work: /� Q^ .Slklcm e, �Ct /')'1 � v�1� Gas piping system 1 - 5 outlets 15.00 1S.00 Buildingsewer 15.00 , 00 Mobile Home I S I G I WT-- @20.00 1_a art ri n�--)ers IS.100 PERMIT FEE $ oZ ( . 00 ELECTRICAL PERMIT [FilingFee Main Service = o9R =s 23.00 �G1 —D "I ReceiptNo. WHITE•0.0.3.•B.D, SOR PINK•INSPECTOR GOLDENROD -APPLICANT Main Service 2wA To +owA 46.00 NEW CONST. owEusa oocu/. 3.5CF°: OR AOMS. a ACC. stns. 50 NEW CONST. NON•RESID. MULTFOUnET @7.50 POWER APPAAATM A SNOLE Oungr as fi.n mEe AL a �.OD Ex. Occup. oUnEr OR F AL So Ex. OCCU =D A"I.M OR ovntTs Esro. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating27o,OO 00 Cooling Hood e.50 O Ventilation PERMIT FEt S /.�LJ.50 Mobile Home Installation Fee $ Energy Inspection Fee S14(c.00 V14 °E TOTAL FEE $ a yS • ✓ . FEES IY ROO CDi 71L PO ID 6SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/ot Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON — tiyro1 �� .f. -.r�u rte;;�..t,,.vMtvti;`^^-�e�•e:.r..-...,�1-+'.^�:+"`%rw`i`+}.��'¢-"'y:n.,P''�'�+:-�`*..•r+--,rhyMi y�P,,:••.,,�t-..i'`-'�r-'�vcy .-,.,r"f. r . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 0 Gk 4- SA o ,v ASSESSOR PARCEL NUMBER: D y D 6Aq O d to Proposed Building Use:. Building Inspector: Date: �s /, / 4 y At time of permit application, I was ddvised the following data must be submitted prior to permit p& esiing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets; signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- _/ 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --,----- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----- -- 1------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form"=--------------- a.a-hufactur eesof$mpact fees as shown on the attached sc rS� alifornia Department of Forestry plan lood elevation certificate.------nitation and plot plan approva including Tie-0`6wn Specifications. ------------------ Health Department. ❑ 15. City of Chico plumbing permit.----------------,------------------------------------------- ❑ 1 . Plot plan and business license approval from the City of Biggs. ---------------------- 7. Planning approval for (A) Use: (B) Parking: _. 18. Contact Land Development about 9 Improvements, ❑ Drainage, IVLegal Parcel. 0719. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• 24. tter of signature authorization )IOU Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: (Date) Al C�%Ifi - Wh ou issue the permit, process as follows ❑ Mail to owner, ❑ail to contractorone p� ep O / 9"�.3 / 7' and hold for pickup at � / � C� offs with inspector. S% /ZlX T 12EV16W PJ/7/00 R APPlican Zrr Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Poldo Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ er• . Date: By. 1. Index permit application for the above items numbered: f ❑ Plan Check List 2. Additional items required: - ' ;3 I Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: i Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was sed of the above required data by ❑ phone, ❑ mail, ❑ Building ivis' n counter, by Date: Plans reviewed by: 1 1( Date: 6 - 15 "M Plans approved by: Date: • C)O Sets of plans on hold in ❑ Plan Cabinet, 11A.P. folder. Note transfer by: Date: vett,..,, r,,.... ne.....-._-.._...r,�--•-'------. � .-. .. ..,. . TO: FROM: SUBJE Building D ent �< E' nmental Health Sanitation Clearance ner E.H. USE O Y Plot Plan Attached Floor Plan Attached Q Sent to B.D.-7-,� —7 0 y� Location AP# Plan Approved for: Sewage Disposal !/ Water Supply: Public Private Well Clearance for dwelling. Other , Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist f Date M -�. • j1�. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT sEIiYICEa' - asvll..L" llVli Ll YlU1 V111 ' 7 COUNTY CENTER DRIVE, OROVILLE,CA 95965 ,TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 1`iGO�. ,i' SG,�� C+w-- A.P. # Oyd & I Ob �a PROPOSED BUILDING USE /v+�W ..>` G _ DATE U RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................. $ S -- Additional Fees Due ......... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ j V/2* . SCHOOL DISTRICT FEES 0'- ✓ /,.(A �t /� ' (paid at District Office) Iy �b 60 !/ / •3. SHERIFF FEES (paid at Building Division)6��D-� �O�S,� Residential ........ x $360.00 = $ 3 to 0' So u Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 1 ; 5. RECREATION DISTRICT FEES (paid at District Office) I 0 l b 0� 1'r 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) V_8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division)�LS- U lr 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 changed d ing thepl checking process. APPLICANT, DATE 6 Pursuant to Government: Code Sec -ton 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. •2/97) r^"L"'~'4i"h,....Irv..-..�,..r-�1�+.�a.-nbwyti.rr:. y.-..,;F.tra-�i74�, ..v..tl..--titer..�v""v�-y:e:.l`'r"'.•.-�,•-..,T..c.-,a.•�:.-r.��t�.='~:n'ss....-...,.,,...,.--*%'Yi..�..�Y�,:.,.yry s!'�.wyrYswl.... ... ...�- .. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): C.SL/ U -- (o I O O O (, Property Owner (s): Project Location/Address: +.e s n/Z LAJ*4_ a Subdivison Name: k; f 1.Ai ,Cs fa 4Ps Assessable Square Footage: 31 oA(ol s� Ft Type of Residential Development (check one): ew Development ❑ Alteration/Addition ❑ Mobile Home (s) Non -Residential to Residential Comments: wd .,.. _ i P 0115,00 Building Di ision ReP- resent tive - Date Durham Recreation and Park District (DRPD) certifies that i c.k h k5 C53�� 89 q - 1n5 7 Applicant Name Applicant Phone Number Street Address Du=r ha M City State Zip Code has, complied with'the require'ments;,of the' -Butte bounty Board,,6f-Supe`rvisors Resolution No. 93 - 114 by payment for 3� square feet at $ 1.04 per square foot for a total payment Of $ . �8 N AJ A4J - 10100 DRPD Representative Date PAID BY. CHECK No.: ' Remarks: s ;.. BANK No.. PAID BY CASH: r RECEIPT No.:� I �� DISTRIBUTION: WHITE - APPLICANT PINK-DRPD YELLOW - BUTTE CO. BUILDING DIVISION N , L '0 CL e School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Y �•{it1 Building Department No. A.P. Number Q41C)~ (01 O " DO ( cJurisdiction: City®,. County Property Owner 2I G A--eq-eU �t N G _5 1, /, .,' r� S 'n Property Location/Address S % i ! I) s f li C $ Dn Subdivision S h ) /) ► .v iE-5 ¢ a c 5 Lot No. Residential Development No of Living Units ) ( Com mercial/Industrial 0 Mobile Home Installation 0 .................. . 0 0 Addition/ 'Supplemental to Conversion Permit # x ; ' '(No foundation inspection)! ':.........Y............................................t.............................. •�: imoor rians rewewea ov acnooi uisinct rersonneu District Identification No. & j ,)uf t( `�1r(\ 1�11n 1 C 1 P.� School District certifies that K 4— Sq. Footage / 6-� " -5 (Group R) r t Sq. Footage (Including Exterior Roofed Areas) Date �' 1(• ►, � ��S �X99 - /a s7 (Street Address) (Phone Number) (City) (State) (Zip Code) Y has complied with the requirements of Resolution No. by payment of $ representing L9 1?3 square feet. School District Paid by Check # / Remarks: t AB 2926 $ FULL MITIGATION $ Date (� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), 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.x(s (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE VJUNTY BUELDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 10 -Aug -2000 2000-0031106 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, plug, spraying, pruning7 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: ORDER NO. SU -179126 LP DISCRZp'TIOg THE LAND REFERRED TO HEREIN IS SITm1TED IN THE STATE OF CALIPOESIA. CRUZ= OF BUTTE, AND IS DESCRIBED AS POLLENS, . PARCEL I, LOT 6. AS S80MN ON 18!17 CSR7711N MAP ENTLTI.ED, 'S1QLi.IiT BSTATFS•, MHICH MAP IQ8 P80DRDED IS T'ER OFFICE OP THH RBLORDER OY THE' CDU"TT OF SO=, STATB OP CALIFORNIA. OH J@78 27. 1991. IN BOOR 122 OF MOPS, AT PAGR(S) 56, 57, 58, 59 . 60. RSSBRVINO TBBitBPIfOM AS EA6F724IDfT1' POR INOR888, EORE8r, SUPPORT AND S10AN DR11IS OVER HSARSOfI PANE Aim .errr.r.rx 68TATE89 DRIVE A8 SHONE ON THE ABOVE MAP. ALSO RBSERVINO TffitEPR@(1 SR CERTAIN STORM US' EASR10E718 AND IRRIWTION D3'F� FAS�Yl'S AS SEDMN ON 186 ABOVE MAP. SAID FASMOMMS ARE FOR TER BENEFIT OF AND APPORTE811N3' SO LOIS 1 THRU 12 OF SAID SUBDIVISION. Date �S O 00 PROPERTY OWNERS. State of California County of g K �k THIS OBBD IS MADE AND ACCEPTED UPON TER CDYBNANPs, C®m1TTCNS AED RESTRICTIONS AS SET PORTH IS THAT CERTAIN UECLARATICH OF RESTRICTIONS RECORDED JWS I0, 1991, UNDER BUTTE COUNTY RECORDER'S SERIN. NO. 91-70874, BUTTE COUFrr. CN,IPORNIAJ ALL OF WRICE ARE IDiCOAPOWITED HEREIN BT R8PERF37C6 TERRElO WITH THE SAKS FORCE Apm 6FYECT M I800GH PULLY S6T POR]8 HSR8317 AT LIIA� Aim GRASl'E8,4 BT ACCEPTANCE OF THIS USED APPROVE, ADOPT. RATIFY AND AmpER 10 188 TERMS OP SAID DECLARATION. APB, 040-610-006-000 personally appeared d G.'. M. -.5h w h k ►, d 5h e a„n L WI T h u n kpersonally !mown to me (or proved to me on the basis of satisfactory evidence) to be the non(s) whose name(s) is/are subscribed to the within instrument and acimowledged to me that he/she/they executed the same in his/her/their authorized capacity(les), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. .JENNIFER MACKALL Signature Seal: in COMM.01156505 M I ARV piiw W, FORMA N COUNT1f OF BUTTE w 47 ---My Comm. ExpUu od.12, 2001 A.P.# dy���9�U�Q�(� 11 June 26, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Rick and Sheyanne Shanks P.O. Box 7846 Chico, CA 95927 Re: Building Permit Number: 00-x' %7-4� Assessor's Parcel Number: 040-610-006 Dear Mr. and Mrs. Shanks: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: ✓1. Provide shear wall schedule on the plans. ✓2. Provide verification from the truss manufacturer that all trusses intended to carry 6G drag loads can adequately carry these forces. / �� ✓3. Provide coil straps at splices along wall lines A, 2 and 6 as specified in the structural OD calculations. Provide typical eave and gable end details for the garage roof. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on June 15, 2000. Disregard item 7 of Martha's letter. The braced wall line spacing in the garage is less than 34 feet. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Martha or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, ywx� 41,�t Philo Hunt, P.E. Plan Check Engineer cc: Greg Pietz June 15, 2000 Rick and Sheyanne Shanks P.O. Box 7846 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-610-006 Building Permit Number:00-*246' The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your school and park fee forms. Pay any required fees at the district office and return the yellow copy to the building department. You may return these when your permit is r ady to issue. &2 Your plan is in the line up for structural review. This may take several day to a week for this review to be completed. Our engineer will contact you if he has any questions arising from this review. Please hold your response until both reviews have been completed. 3. Square footage has been revised to include the area labeled as "shop" on the plans as living space. This area must meet all requirements for living space including light and ventilation, emergency egress, required firewall separation, area must be heated and energy calcs must be provided for this area. The square footage for this area has been added to your school fee form. Section 301 of the Uniform Building Code states that for occupancies not specifically mentioned in the code they shall be classified by the building official to the occupancy it most nearly resembles. This area more nearly resembles living space rather than a garage. Please provide firewall separation and energy calcs. Wall furnace may not be used in this location unless it is a direct vent unit (provide manufacturer's specifications) 4. Provide manufacturer's specifications for the pump and timer units to be used for the hot water recirculation system. Make and model numbers for the unit must be located on the plans. Requirements for insulation of all hot water piping to be located on the plans. 24 square feet of window area is missing from the energy calcs on the front orientation. Please add to energy calcs. P� 1 se provide the manufacturer's specifications for the cooling unit with a SEER of 12. bK �f Per your parcel map there is evidence of expansive soil and marginal bearing capacity. Map requires a soils investigation and design of the foundation by a licensed architect or engineer. Engineer submitted does not address soils or foundation. This will be needed before structural review can be completed. 6. Architect of record is to provide a letter.stating that he has reviewed and a roved the trusses for this structure. Truss package does not appear to address drag forces. In addition the following items need to be addressed or provided reguarding the roof framing: Provide size of framing members for ladder framed area of roof. Provide wall framing size for clerestory walls and beam supports for the clerestroy walls. Provide all porch beam sizes on the plans and provide the beams at all window seat areas which support the trusses. 7. Braced wall lines at the garage are more than 34 feet on center. Garage does not meet code requirement for the distance between braced wall lines and these walls must be included in the II lateral analysis of this structure. Enclosed you will find a new plan review response form. Each item must be specifically addressed before plans can be re -reviewed. All party's responsible for plans must fill out response form. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincere , artha ey Plans ' amintner cc: Greg Pietz GREGORY A. PEITZ ...... .. _ARC HIT'E_CT. _..._. - - 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: AR�yi A y A .o %FCS 83 -RE 2 40 ... BUTTE COUN I`l SWILLING' DEPA1 6 E r,^ ��26 i 5 -A 131 0 a LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 =.0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft.. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. i P=.67 * 1.0 * 14.5 * 1.0=.010 ksf @ 20 ft. P=.72* 1.0* 14.5* 1.0=.011 ksf @ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 =.01 1 ksf @ 30 ft. s i ROOFS 9:12. TO. 12:12 P=.62* 1.1 * 14.5* 1.0=.010 ksf@ 15 ft. ._ P =.67-t-]. I * 14.5 * 1.0 =.01 I kst @ 20 ft. P.=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft. 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" .. ...•r -- - ..-� - _...1. - ..i _.f = II i � t -ti- i• �t � �'' r ! � F. 1 f_ i-.�+--� j --P 7 a � { `�� + -�-� Y•.. j- � �_ •* � i;_ A�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ' 154 - at c T -- :+ �.- --- F- ti— - - —t- - - -moi .; ; = _N o n_.i s - ...r.- 1y_.._ _mow-+.�_. i --""`•-+r+--...... __ � . _ _...�—.. +.►� �. �.A. � _ _ _ .... - .w.�-tea..._+...—..+..—.--�- , - ...^tee � i - � • PF -ECT PROCESSING RFCORD f 0 APPLICANT: OWNER: PE�T #: A. P. #: WORK DESCRIPTION: DATE .00 DESCRIPTION OF STEP r �3L/y t- ,y r r ~ 1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY. Owner: ,� �1e�m Building Permit Number: Plans Examiner: A_ P. Number:/ 60(j- GENERAL: 1. Zoning requirements — (number of permitted living units). _ ,gwilding permit valuation. . lans signed by the designer. Proper description of work on the application.- ff Existing violations on the property. ,,6' Recorded notice of violation. PLOT PLAN:n Q`�cef a,e cis Complete parcel size and dimensions. ,2i Setbacks, side yard, easements, kc. Other buildings or structures. 4 4. Grading, fills and/or drainage. V (-rj b'2 O Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. . FAU & FAS road setback. ; Building or utilities across lot lines (record form). ' FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). ' 2.. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). i3'. Egress windows (Uniform Building Code section 310.4). �! Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). /Y GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ' Prohibited locations of gas water heaters (Uniform Plumbing Code 509$ 12.13.5). z , Prohibited locations of gas heating equipment (Uniform Mechanical Code 304:5). • 10. a firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ,JZ Smoke detectors (Uniform Building Code section 310.9.1). k Water closet clearances (Uniform Plumbing Code 408.5). IK Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagej. of 2 . • 13rQce� uaa2Q. tet- rev hedrmn xt z � i. no •- _ ��o eriid��.t � �ir�J �� STRUCTURAL DETAILS: (A-}�1'tllyJ 1. Conventional construction - Unusuafl sha gs (Uniform Building Code sb&ion 2320.5.4). Standard bracing or engineered desi (Uniform Building Code sedtion 2320.11. �1l Clerestory requiring alloon framing and/or engineering. 31bQ4, Qt-,, -, Three story building requiring engineered calculations and plans. %' hracezL wa- Q 5. • Foundation plan complete enough to construct building. (CJS �door construction details complete enough to construct building. U X Elevations and wall construction details complete enough to construct building. r Roof construction details complete enough to construct building. f 't/q•M 1 r)q Glu'c.�}or �! Rafter ties or bearing ridge beam. + �)OY Cle&ra" Fireplace construction details and calculations if necessary. �• aLGa7rOj � Garage door header size(s). e2. orch header size(s). Stud heights. qExpansive soil - special foundation design required. �Q ��r�y �� 0141 Retaining walls requiring design. 16: Special Inspection requirements,'�`� 17. Header sizes. ,� �OG sum wallboard nailing inspection required. _'� r SCELLANEOUS ITEMS: ; • ; +wj ew �'YU:9�o• _ Stairway details - landings, rise and run, head clearance; handrails (Uniform Building Code section 1006). r • 2. Guardrails (Uniform Building Code section 509). J411 o rc,N 3:. rick or stone veneer (Uniform Building Code section 1403). Exterior plaster _ weep screeds (Uniform Building Code section 2506.5). A Roof piich for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). r�rl •Q Roof covering type- (fire hazard). 7. Foam insulation - protection. 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). �B. T derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). the access and ventilation (Uniform Building Code section 1505). jl Sombustion air for fuel burning appliances - LPG requirements. - -Sound requirements. - - - - - 14. nergy design compliance and supporting documentation. Fmvide �Cl� Flashing at all exterior o enings. CDF responsible area requirements. 3 a � t�lnd� � L�� 17. Building Permit requirements: 00 tri �QCa SRA. G C�'W) PSI 1' , Flood elevation certificate. o l) *e- plams 17.3. Fire Sprinklers required.✓'/� ���,� 17.4. Special Inspection requirements. y7' " Use Permit conditions. Sub -Standard Housing letter. . ems« r • VagAtf f- . , YR Sunny IF , �r The leading grid -tied photovoltaic inverters in Europe and America The most popular" grid -tied photovoltaic inverter in Europe, is now available in North America. 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Just wire the inverter into any 208, 277 or 240 VAC system, make one internal jumper setting and the SB6000U does the rest. The wide DC input voltage range allows connection to almost any type or model of PV module. Our proven peak -power -point tracker results in maximum energy capture. The SB6000U uses the same SMA communication accessories as every other inverter in the Sunny Boy family. Choose the system package that best suits your needs. SMA offers a variety of hardware and software solutions from low cost wireless monitoring, to complex data acquisition systems that integrate large numbers of inverters with external sensors to networked PC's and the internet. Specifications Inverter Technology PWM true sine -wave, Power Factor Fixed, unity current source Peak Inverter Efficiency > 95% AC Input Voltage Automatic sensing Cooling Temperature regulated 277 VAC Nominal (244-305 VAC) fan cooling 240 VAC Nominal (211-264 VAC) Power Consumption 0.1W nighttime 208 VAC Nominal (183-229 VAC) 7W standby AC Input Frequency 59.3-60.5 (60Hz) Ambient Temperature Rating -25' to +45' C AC Maximum Output Power 6000W (at 277 or 240 VAC) Enclosure NEMA 3R 520OW (at 208 VAC) Dimensions 19.7 W x 17.7 H x 9.8 D (in) AC Maximum Output Current 25A 500 W x 450 H x 250 D (mm) DC Input Voltage 234-600 VDC Weight 137 lbs DC Minimum Input Voltage 207-256 VDC 62 kg (dependent on AC line voltage) DC Voltage Ripple Less than 5% Compliance Meets requirements of DC Maximum Current 25A IEEE -519, IEEE -929, Peak Power Tracking Voltage 250-480 VDC IEEE -1547 PV Start Voltage.(adjustable) 300 VDC (277 or 240 VAC) UL 1741 270 VDC (208 VAC) Maximum Recommended PV Power 750OW (STC) Current THD Less than 47. A-il.dlo From: SMA America, Inc J Grass Valley, CA USA SOhr %OdDy.. info@sma-america.com / ' /An www.sma-america.com EneW Tomo/T'oW MRSlJ81SFil ELECTRIC PHOTOVOLTAIC MODULE MITSUBISHI ELECTRIC PHOTOVOLTAIC MODULE PV -11/11 I 70EB3 Load coNowt: o 9t A now ftsrn of phetawltaic power 'oworatbn, aww friandtllor to the eavirownlon< Previously, the total amount of lead used in the photovoltaic modules required provict ng power to a 4ngle residence (using a 3 kw system) was around $64 g The new lead-free solder modules use no lead whatsoever. 1ati �ahat�uaiih strw�NY TheanrvR (NRr unR In aYNM amt Ke sober, coating reelwii ei for calls—fear haptar PV n«twie contnrslon efficleacy. Using newly developed silver electrodes that offer superior weatherproofing. we've perfected a technologyfor producing photovoltaic cells that does not require solder coatings. We ve even achieved higher FV module conversion effidency,taWng advantage of the new products a lityto more uniformly reflect the sun's rays. Grist" A— trw. ts.�.wser /aw�it..1 MMI7 _II,M�MMI� W W4�tR.aa. `i�tirphl An ladwstrl/ flrrLa A tripio-loyarwl tarmll"I box with rrnwrk+.Mw wallow resistance and Haste rata rdangr. 1) Adopts a highly flame resistance UL94 V-0 certified potting material" throughout the knTrinal box interior. 2) The latest pott ng technologies achieve superb water resistance. 3) Adopts a newly designed triple -layered construction of V-0 potting material, a natal barrier cover, and a rein cover. •. hn+»�..a+rniR.rr�«+�rcmriR.a..ra,.aoos —un�nw.r.rw w m.� u�f�wnamr.r+��r.� rr�ReR. ynuur.M.e�.t,r...arire I�Rr.vw�+ LmbwA ktn:)utlhaUSbR d106"s 111 hPk$A. /ertW"WWWMn1NWn) fM76,EL5 qNG ti �.e.n.a..�.�xtn,,�r em }j Mritwl�K .. ,r;�yt' tMYRIRMWIF1MWwIM�� ■ Designed for both orrrnerdal and dorresk aMlcatms sulrable fortrld.arreoed syxemc, the module offers both high performance and relabiity. ■ The pelfvystalhe'raotovoltaic module Is ma ufacnred Whe saklest 6*Vq>4 �tldetxz ensurhg al moduksrneet the srlctrequkernsrcs of l sift, anal quallty standards. VL 17o3AECi1215/TW Wetyaassll ■ High poww ouputls achieved using I50mm sq acre polyrystaIW* A= 40111. thereby achle r" geawouput due fat* high rwerxp area of the IncMdual cells. Each sell sting Is protected by stortsof ethylene" acetate (EVA) and laryketed retwen a weatherproof ba"1111n and a hVhly Valor S3lVe highlytrpacKe19taM terrpered gia ssr and Wcan be efTecwelyce wiled Melecll by U"an anti-rclleclon watt. ■ The dear anodaed alurtltan alloyfrarres are rctux and ccrrolcn resistant dyes wkh MC a "ss dude n I it s power dwease caused by shade. arean= w a Mx e ■ Frame holes mekeinstallalm fieAble. Chanes for the Bever MITSUBISHI ELECTRICPV MODULE PV -MF 170EB-317OW A&M I RJEM 81CTRC CORPORATION HEAD OFFICE: TOKYO BLDG, 2 -7.3, MARUNOUCHI, CHIYODA.KU,TOKY0100-4310, JAPAN http:110lobal.Mitsu bishlElectrIC410MIsdar I 32x"62 r► / i weight 3 7.5 Lbs Solar Panels . \ Tension Bands 13/8 16 gauge Fence.Railnpe 9" x 14" Concrete on 5' `Centers. j t�QQ1 r'N� Sun Vallee So ;a. i Craig Horner i 23E5 Ivy Street Office (530) 895-81EE Chico, CA 9592E Fax (530) 895-8193 Lic. CAS43515 www.sunv2lleysol2r.com 't I 1 4 qry 4 l j t�QQ1 r'N� I o1 C mor 240 Y AC output. �� j( f20v1510f75 E�.f BUILDING PERMIT #A06-2123 ASSESSOR'S PARCEL #__QKO - L10. D6b Ac". . COMPLY WITH CALIFORNL4 ELECTRICAL CODE -ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC 4YSTRMR COMPLY WITH CALIFORNL4 ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING �' l � _ _IOORpp1U�AREA EXISTING I WELL 0 - F LEA RESIDENCE EXISTING PLANNiN DIVISION -BUILDING PLAN APPROVAL GARAGE i Use: 4 Date: � Parking: � �n�. Other. Signature: EXISTING LEACH—FIELD $ 0,U77E COUNTY c f BUILD@10� G DI@x'0 0®6 APPROVE I t 434.78' _ SK I SLI N ESTATES WAY APPROVED PLANS AND PERMIT SHALL BE O SI 4- P.0UW r � �n C ` � j ejc � U a Q M f� Ofl SI i� xC/I� �W W z � TE 1---L AN N 0 � H N SITE�p AR�� FOR ALL INPECTIONS S f 7 "=30' P40. c 2123a Q SHANKS SHED Date Scat. Drawn Job Sh.et Or sneers 1 File Copy Owner APN OyO' �rO• no6 BP# 606. 1-17-3 r c .� a� 0 7 7 7 IEVISIONS By 7 I :Z IA It o/ Af A -2n e -LA& 0 c, f7a 0 I �TF -40 9�- r) 0 '010% Ie, L A '7, L A V--,. �Lo' F- P— L�--/F- L) IF m G 4(1 c I_A e QA L L -A L W/ H Er, P tD t� TS 11 E:, A S 7* I rA C Tcl -G: L) -T r= C L 6'e, -T Ict -Ji6t I-TC4 'or: 4o: Health Env1ro nmental JAN 3 2402 Ch co,'PaUtOmIa k� IL u > ja)AT+4' I�s> me- r I 0 L. Ip oo p *t 10 i- C -L. 4q ILF F P- 41 4k 41 - IKft- TH16K &YP.'W. 4' FT. SWM) K5d A L tFT., M1W LENST14 U2 O.0 AU-, SUPMORTS 5' !�T. 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