Loading...
HomeMy WebLinkAbout030-250-054BUTTE 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: 719 LUD'S WAY Owner: Permit No: 06-2040 APN: 030-250-054 OBERDORF, SHANE & REBEKA Issued Date: 10/20/2006 By TMP Permit type: RESIDENTIAL 506 WOODWARD ST Subtype: SFD-Custom/Model ORLAND, CA 95928 Expiration Date: 10/20/2007 Description: NSF/GAR/DECK(COV) (530) 865-3978 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: OWNER -BUILDER OBERDORF, SHANE & REBE Building Garage Remdl/Addn 506 WOODWARD ST 506 WOODWARD ST 1,096 216 ORLAND, CA 95928 ORLAND, CA 95928 (530) 865-3978 (530) 865-3978 Other Porch/Patio Total 364 1,676 FEE INFORMATION County Impact - SFD $2,244.02 Dwelling - Custom, Model $1,330.66 Fund 10 BLDG $887.11 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 SMTP - Residential $8.22 Total Charged: $6,575.10 Fees Paid: $6,575.10 Balance Due: $0.00 Receipt No: B598 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 OWNER -BUILDER / / 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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 10/20/2006 penalty ($500); Please check one of the following: Contractor's 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: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I 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. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ONTRACTORS 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 Contractors 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 Contractors License Law.). Carrier: Policy Number. Exp. Date: (This section need not be completed if the permit is or one a hundred ($100) or —less-F- ess❑ 1 AM EXEMPT under Section A B. & P.C. for this reason: 1:1 CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS K"S SUED, I she employ any person in any manners s to become subject to the Workers' Com alio laws f California, an e t if I sh I become subject to the workers' ' X 10/20/2006 o ensa provis ns of Sectio 00 he abor o e, I shall forthwith comply with those Prov ons. O s ture Date X 0/20/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS'COMPVSATION WARNING: FAILURE TO SECURE WORKERS' COMP SATION 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 CML 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 s' ewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co a teratEv entioned property for inspection pu oses. I YVreby certify that I am the Pro r r a ut o zed to aon the prope wners b half. CONSTRUCTION LENDING AGENCY Sam e✓ r10/20/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Pe e [ N] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICI TION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" WNER INFORMATION Last Name er first Name kc, AddressSOG W 00 li✓It�' � City OC-11AA City StateGu, I PeiTk Tz Phone M. -.3017 ed Phone F4 A 35L11' K ? 11, E-mail lkoco I a6 5 r UG k - �od , C,o yll APPLICANT INFORM TION CONTRACTOR Name � A n G 0 krher' J. . or Address State City U State Zip Phone L h oil Fax E-mail Fax Lic. # Class APPLICANT INFORM TION ARCHITECT/ENGINEER Name. 1 City State Address .154 0 U CityCS i G E-mail Stat e L h oil Phone tI 66� Fax E-mail State License mbe� ?71. APPLICANT INFORM TION Name ' n 0 r- cJ f Address . City State Zip Phone Fax E-mail APP CANT SIGNATURE X _ For office use o Zoning b Flood Zone SRA Occ, Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS 11 PERAUT NO. PROJECT LOCATION AP# roperty Add ss Loi T• L'J s W1 City Cross Street 7 - 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 1 C� h Address s KAFORMSXBUILDING FORMSXBldgApplSubRgmts.doc Page 1 of 2 l Description or Scope of Work: eV tvl 6 ; h \ 2w*A-11 - C,6 o 3GA G t= (°I 21 (a 3161A 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. ived by: Amount �• / Bldg SRA Receipt #: C Sheriff u r ' �� > SMIP I� Date: �(� O lO / Other J / Total REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERIVICES-BUILDING DIVISION 7, County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � - .`(i �j ASSESSOR PARCEL NUMBER Proposed Building Use: Permit Technician: Date: ws required in order to apply for a permit All boxes MUST be checked OR marked NA 4oerto apply. 1. Site plans, 3 or 4 sets, signed by 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. 4. Engineered truss details and layouts in duplicate. No faxes! :. 5. Letter from Engineer or Ard Ad -for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 0 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. ,I ❑ 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. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other I! �,R ining items needed to issue the permit (Ma require additonal plan review upon receipt of the following items.) ,�AA 15. Fire Sprinklers and site plan...............the • it Health Department in ❑ Chico ❑ Oroville, as applicable 55/ 66 ` & _t 14. Sanitation and site Ian approval from the Environmental P PP ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required .......................................... 18. Erosion Control Plan Required.......................................................................:i Y 20. Ci n permit .................. 19. Fees of Chico Plumbing as shown on the atttached Schedule of Fees Due Sheet ..... ❑ / 21. Site plan and business license approval from the City of Biggs .............................!i 4 22. California Department of Forestry Ian approval9 paid.. en by..-...__..__.... ........ ... 23. Planning approval for (A) Use: -M(B) Parkin : C Parcel Check:.... 1Z. , T1Y b ❑ 24. Contact Land Development about _ Improvements,.Z Drainage .......................:!1 C1 25. Fire Marshall Review (commercial projects only). Sent by ...................... A. 26. NPDES Form............................................................................................. pJ A- 27. Encroachment Permit for driveway from the Public Works Dept ........................... nd Policy Number .... ...................................... 1129. Worker's Compensation 1 ❑ . Contractor's license Canse information. (Number, Style Classification) .................. J 30. Owner -Builder Verification ( ✓Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. . ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................................................' ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ....................... ❑ 36. Other. ❑ 37. Other. When issued Telephone KV and hold for pickup. !i I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: Z4_;_ -U0�; 1. Index perm application for thea items nu Plan Check Letter o 2. Additional items required Contractor, designer, ner, as advise'd of the above data by X, phone, ❑ mail, ❑ counter, by v Date: - - Contractor, designer, o was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by ! Date: Contractor, designer, owner,as dvised of the ab ve to by ❑ Plans reviewed by: Date: Ob phone, ❑ mail, ❑ counter yam_ Date: Plans approve d by: l Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division t i 1 e � J E.H. USE ONLY s1 1 ]BUTTE Plot Plan Attadied Floor Plan AtladiedT--- COUNTY Sent to Bow _ ,UG 3 -12006 ��U , TO: Building Division Development Service(� U iDfEVE%.J3'M'AT FROM: Environmental Health SERVICES 7� SUBJECT: Sanitation Clearance 2,��jv--ate s Owner Location AP# Plan Approved for: Sewage Dispos,ater Supply: Public Private Well Clearance for dwelling. Other i 2 d A"j Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner OBERDORF, SHANE APN No: 030-250-054 Permit Type: I I wI Subtype: 1W App Date: 8/24/2006 Permit No: BP 06-2040 Permit Desc: 1--­1❑� 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,217.77 Plan Check portion of Permit Fee $887.11 _ $1,330.66 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $887.11 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 5 6 7 7a 8 Balance of Building Permit Fees (from No. 1 above) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL* Per DwellingPer Applications After 04/15/06 1 SFD )welling MFD County 1 4249.11 3183.54 Chico Urban Area 6146.23 4538.82 EI Medio Fire District 3249.97 2385.76 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 8801.09 pec R-1 8897.09 ti° R-2 8390.09 R-3 7604.09 Processing Fee is automatically added to impact fee total 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# 8582.40 DRAINAGE FEES* )welling MFD Per Dwelling MH 3183.54 3238.72 4538.82 5648.44 2385.76 2422.68 7395.04 8486.40 7491.041 8582.40 10 CHICO STORM DRAINAGE 770 Butte Creek MASTER PLAN 1 1771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch 1 $100.00 $200.00 $7,997 $8,341 $9,088 $6,776 $8,267 $7,211 $6,275 $8,893 87.9 _nqO 8.22 L_LJ RECEIPT DATE Tech/Asst —$4,349.11 RECEIPT DATE Tech/Asst 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW _ �U 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit _ $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* I Biggs 057 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above feesare required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: '�a" sk �c 6 Pursuant to Gover ent co a Section 66020, you a ereby notifie ho tems followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the a referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 �•OV pELTM EN -r �v T rF fzu 14 p(J,Uc WOW,5 Department C o u n t 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 rLESS THAN I ACRE] Project Description: k 1� x.^.-���-/ Project Location and/or Parcel Number: LvA 3 LuJS 030-71S0-()sCl By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 010; loc, - . ' Date _. c6'— 2—S -06 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [5'] NO [ ]. 2. I HAVE [x] HAVE NOT [ ] signed an application for a building permit for the proposed work. /3,_I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, �upervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide - the work indicated: NAME ADDRESS PHONE TYPE OF WORK 6Y[6M" PROPERTY OWNER: DATE: 0 6 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. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, A .—'W Scott Rutherford Manager, Building Diviion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte CouiityDepartlneiit of-Developinciit Services °`'TT�° 7 County Center Drive ° ° �. Oroville, CA 95965 ° a`a ° (530) 538-7601 Telephone ° �, '- y ° (530) 538-7785 Facsimile ou NI (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 WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 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. i. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building, plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire; agriculture buffer zones, and habitat/species). Please print: APP licant Name: 5gmA n 0Lr)C)'f1J Building site address: w� 3 LvC�S APN: CJ30— 2,60– 6- -) Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above-referencp&buildi permit application and my signature below: S NATURE OF APPLI T DATE RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: REAGAN S. OBERDORF 'REBEKAH R. OBERDORF 1775 B DAYTON RD. CHICO, CA 95928 ORO -C A.P.N.: 030-250-054 Order No.: 181259PE Recc-rded lffacsal Records I.,i3unt? Oft' �hr� BU IE ACE j. gE i'iedgz dei' RC!SEMRR ;' % t CK t: N Assis art E IOA;N 13-3;i? - :01 0 ca za rs, Es go Ca 1 ft£C Fck io.00 s f3X 42.90 1 1 Vickie ! Page i of 2 Above This Line for Recorder's Use Only Escrow No.: 181259PE-3 R I WIT ' /, THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $42.90 [ X ] computed on full value of property conveyed, or [[ ] computed on full valueless value of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, ENLOE .HOSPITAL FOUNDATION, A CALIFORNIA NONPROFIT CORPORATION hereby GRANT(S) to REAGAN S. OBERDORF and REBEKAH R. OBERDORF, Husband and Wife as Joint Tenants the Ibllowing .described property in the UNINCORPORATED AREA, County of Butte State of California; See Exhibit "A" attached hereto and made a part hereof. ENLOE HOSPITAL FOUNDATION, A CALIFORNIA _ NOi3PRvi IT CORr RA T �GNN A�.��f By: h aT Fwd AA tlCY A. PSIA€'. JOAN PRESIDENT �T '" comm. #'1259473, Document te: une 30 2000 "'�'� t aay l t, Cour r� 4 ° � ;3i;TTE sXsU>:m ;s my Gem F- so &W . atm STATE OF CALIFORNIA )SS ' COUNTY OF Butte j On July 12, 2000 before me, LUCY A. PERSHALL, NOTARY PUBLIC personally appeared JOAN M. LILLY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capaciry(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. f Si' nature This area for official notarial seal. Mail Tax Statements to: SAME AS ABOVE or Address Noted Below ./!t , y /, ., MU FST agcy. ORDER No. BU -181259-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFO RNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: ARCEL 1: LOT 3, AS SHOWN ON THAT ESTATES", WHICHCERTAIN MAP THE ENTITLED, MAP WAS RECORDED IN THE OFFICE OF THE RECORDER COUNTY OF SIERRA BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27., 19 94, IN BOOK 135 OF MAPS, AT PAGE(S) 45, 46 AND 47. CERTIFICATES OF CORRECTION RECORDED SEPTEMBER 6, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-30526, AND RECORDED NOVEMBE 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. R 12, 98-49095. EXCEPTING THEREFROM THOSE PORTIONS THEREOF ON WHICH ARE RAILROAD OF THE FORMER NORTHERN ELECTRIC COMPANY LOCATED A SAID PORTIONS ARE DESCRIBED IN THOSE CERTAIN DEEDS, TO DAV EDWARDS, WHICH DEEDS WERE RECORDED C 21 A CORPORATION, AS DEEDS, PAGES 128 1906 ID S. AND 136', IN COUNTY RECORDS. OF RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT DRAIN AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. STORM AP#: 030-250-054-000 PARCEL IIs AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITY EASEMENT OVER ALL ROADS, ENTITLED, "HIGH SIERRA ESTATES' AS SHOWN ON THAT CERTAIN OFFICE OF THE; RECORDER OF THE COLTJi'ia OF BUHICH TTE, WAS RECORDED IN MAP ON OCTOBER 27, 1994, IN BOOK 135 OF ° b Olp"A TATE *OF JCALIFORNIAE MAPS ; SAT PAGE( S�) 4 5 46 ,�� 47. EXCEPTING THEREFROM � .�. PARCEL I `�'L THAT PORTION+ AIN *r DESCRIBED HEREIN. , �LY�I+NG rWIiTH+INhTHE BOUNDS OF �i WI ct R kim-soft General Notes;. TITLE -24, Part 1 "ENERGY EFFICIENCY STANDARDS'. The following energy requirements must be met, or exceeded, to obtain final building department approval. It is the responsibility of the owner / project supervisor to ensure that these features are installed. The Oberdorf Residence Job # 06391 Date — August 3, 2006 .INSULATION Wall insulation shall be at least R-19 at all 2x6 exterior framed walls. Attic insulation shall be at least R-38. All walls between conditioned space and attic or crawlspace shall be insulated to a value of R-19 or greater. .HEATING, VENTILATION and AIR CONDITIONING Cooling units shall have a minimum SEER of 13.00. Heating units shall have an AFUE or HSPF of 78% or greater. The majority of ducting for all ducted heating & cooling units shall be located in the attic (Default worst case) and will be insulated to a level of R-4.2 or greater. A zonally controlled HVAC unit will not be installed as a Title 24 requirement. DOMESTIC HOT WATER One water heater shall be installed with an energy factor (EF) of .60 or greater. A recirculation pump will not be installed to mechanically re -circulate hot water. FENESTRATION PRODUCTS Operable windows shall have a U -value of .34 or lower and a SHGC of .34 or lower. Fixed windows shall have a U -value of .33 or lower and a SHGC of .39 or lower. Hinged doors shall have a U -value of .53 or lower and a SHGC of .65 or lower. Note: Note the following exception if any; Low -E glass is not required for hinged doors. ENERGY CALCULATION SERVICES 574 Manzanita Avenue, Suite 9, Chico, CA. 95926 Tel. 530 894-84661 FAX 530 894-2422 CABEC certified Energy Analysts, CBI Energy Plans Examiners, CHEERS Analysts, HERS Raters. 0o eater in duplicate, wet -stamped and signed (if applicable). 7) Engineered truss details and layouts in duplicate (if applicable). 8) If plans are engineered, a letter from Engineer or Architect for truss design review. A royal from Butte epartment of Public Works for driveways off county ma s will be required prior to issuance of permit. An e achment permit may be required. PLEASE NOTE: Payment is required when you apply for a building permit. We take payment in the form of cash, check or money order. 2 of 2 1-4-06 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX BUILDING PERMIT APPLICATION REQUIREMENTS FOR NEW SINGLE FAMILY HOMES 1) Completed Butte County Department of Development Services building permit application. 2) 3 Site ans signed by the preparer of the plans. (No graph paper) Grid paper to site plan and Site Plan Submittal Requirements handout are available at the Development Services counter. 3) e?mplete sets of plans signed by the preparer of the plans. Plans need to be to a um scale of = V on a minimum of 11" x 17" paper and dimensioned. The plans need to include the following: A) Plans need to include a or trussdtfails and elevations. B) Plans prepared by an architect or engineer, including calculations, must be wet -stamped and wet signed and bear address and phone number of architect/engineer. C) If plans are engineered 2 sets of wet stamped and signed structural calculations are required to accompany plans for submission 4) ECompliance design (energy calculations) and supporting documentation in (duplicate.' Yontact an energy consultant. 5) Sanitation and site plan approval from the Environmental Health Dep t commonl ferred to as a "clearance". Environmental Health require 2 flo r plans andite plans for sanitation and site plan approvals. Please con them fo on the location of the property call Oroville nvironmental Health at 538-7281 r Chico Environmental Health at 891-2727. If in a sewer is e approved permit from that district will be required. 1 of 2 1-4-06 Timothy J. Crete, Architect 2540 Suite 12, Esplanade License No. C24094 Chico CA, 95913 ....experience you can build on.... Ph. (530) 345-6676 Fax. (530) 898-0586 Architecture & Planning www.cretedesign.com - Thursday, August 24, 2006 To: County of Butte Building Division 7 County Center Dr. Oroville CA, 95965 Re:' Truss Documentation Design Review Oberdorf Residence Lot 3 - Luds Way Oroville CA To Whom It May Concern: We have reviewed the truss,do-cumentatio , for the project listed above. The trusses conform to applicable design crit Sincerely, , J. i w ® Timothy 7. Crete, Architect 2540 Suite 12, Esplanade License No. C24094 Chico CA, 95973 ....experience you can build on.... Ph. (530) 345-6676 Fax. (530) 898-0586 Architecture & Planning www.cretedesign.com Thursday, August 24, 2006 To: County, of Butte Building Division 7 County Center Dr. Oroville CA, 95965 Re: Truss Documentation Design Review Oberdorf Residence Lot 3 - Luds Way Oroville CA i To Whom It May Concern: f We have reviewed the truss documentation, for the project listed above. The OBERDORF, SHANE LUDS WY, OROVILLE. NOTES Cont: OWNER. NSF/GAR/DECK(COV) r RESIDENTIAL APH: Permit No. Owner. Site Address: Contractor. Type of Permit r SPECIAL CONDITIONS CHECKED BY 0 SRA 0 FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIU'Y Q USE PERMIT COMMONS 0 SUBSTANDARD HOUSING LETTER 0 ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE 1 • +1 4 i I, DATE JOB FINAL.ED- i� SIGNATURE t i +=OK o = Not OK MANUFACTURED HOMES MISCELLANEOUS" DATE 1 Lj PERMANENT FOUNDATION Lj SOFT -SET --DACE D E C K S•C O V E R S -CA R P O R T S -GA R A G E S 1 ZoningSetbacks-Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 2 Ftgs; SoilsSr-DpthSpacing-CnncirsSteel 3 Sewer, Loctn Test; Fall/C10-Concrete 3 Decks, Girders/Joists-Dclgng-Brcing 4 Wtr, Loctn-Test-Easeinent Needed -Regulator Stairs-DuardlHandralls 5 Elec Loctn-CImcs-Gmd 'Amp -Concrete 4 Wood Awn; Posts-Beams-RRrs-CnnctrsShthg. 6 Yard Gas; Loctn Test -Wrap • Nat ❑ or LPQ Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnncfnsSplice-Decal-Encisrs 7 Blckng; SzSpacing-Marriage Une 6 Carports; Wndws-Doors 8 Gas; MH Test -Demand Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 8 Frmg; Silts-AnchrsStuds4bas Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Hailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -CIO to Grade 10 Root; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps-Doors-Iandings 13 Tie Downs Q Foundation ❑ 12 Braced Wall pnLs 14 Exits 15 Cert of Occupancy 16 HUD Labellinsignia Numbers Serial Numbers a` ° °� - DATE -FUO -L- 1 Setbacks -Easements 2 Soils; CompactionStrucbm Stability 3 Pool Structure; Steel-Cnnctrrs Thickness Dead Men -fining 4 Elec RcptctslWng; Distanc"I'l 4e 5 Elec Pool 4ting; l5 volts -GR 6 Elec.Enclsrs; Conduit Entries-Tgrminals-11sted - 7 Elec Bonding; Metal w/.7-Crdtng Egp4* 8 Elec Gmdng; Eqp w/T Crcltng Egp-Pool ightg B=e sfnclsrs-pniboards4nsulfi•to Main Conduit ' 9 Health Dept AppM . 90 Plmb; Cir Test4ft Supply Test 11 U Niche •" 12 Endsr, Fencing -Alarms 13 Bonding, Diving board or Slide Drawing RESIDENTIAL UNDERFLOOR 1 ZoningSetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Gmd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frple Ftg-Steel 9 DWV; Fall -Fitting Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; TestAnchrs-RgltrService Test 12 Elec Undrgmd 13 Plenums & Ducts; Clmc-MaterialSupportdnsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation o,' mss` da �ys DATE jFrRAMING 17 Sills Proper Materials & Anchrs 18 walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8� flr Nailing 20 Draft Stop In Walls (rat proof) - 21 Fire Stops; Furred CeilingsStairs Chasers Tubs 22 Headers & BeamsS�j &'Bearing' 23 Hangers-P•osf'CaQs 14ricltrs;i►ncl2is 24 Ceiling Joist-RftrTjes-PurlikRoof Brac TnissShthg 25 Frplc Ti_es'or'Fype A FIde=F . Ic Throat Clrnc 26 Attic Acr Sz 8: RinX Pirtef�-Grafi Stop -Ins Baffles 27 Bdnn Wndws or EXidng Doorsill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Cfiartnel 29 Prprty Line Firewall & Opn-qs' 30 Ext Doors One 3--Ohedc Garage 3rd Story, 2 Exits 31 Stairs; Width Hdnn-Rise4bm4:andiny-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts4U& Otrtrgm 33 Siding-Hairing Veneer 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Are PrtctnkyLts-plastic . 36 Shear WallsS ; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration Walls-Wndws P DATE JELECTRICAL 40 Fxtr & Tmsfmu Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w(Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Circa in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz e, DCU or DAL AC Wire Sz %R CU or ❑ AL 48 Range Circ Qa DCU or DAL Oven Circ Q, D cu. DAL Insulated Neutral D Yes D No 49 Service -Riser Cndctrs & Gmd Main Dsennct 50 Eqp Clmrs pals -Motors -Meth Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector Single.& Duplex) DATE PLUMBING -A 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prfctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tutt & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs - 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHAKICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade - 64 Furnace -Vent Acc-Comb Air RbTuVent 115 Outlet 65 Attic Arc & Pitirin if Furnace In attic DATE FINAL 66 Ext Steps -Door & SideU Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFl 8 Bath Fxtrs & Tub Ace -Spa 71 GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, GuardlHandrails 74 Frplc or Stove, Ctmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-AirGap-Cooking Clmc 77 Elec Outlets & Reptcls at Ktchn Counter 78 Garage Fire Dobr, Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtcln; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech. Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GF) Romex Prtctn 83 Insults -Foam -Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Dmge Planters Q Yes ❑ No 87 Stucco Brown-Fntsh 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Pimb Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgmd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous Inspcbis 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler o � Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING September 21, 2006 Shane Oberdorf 506 Woodward Street. Orland, Ca. 95928 Assessor Parcel Number: 030-250-054 (New single family residence) Building Permit Number: 06-2040 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS: Show or note the location of the heating unit on the floor plan. Tfie front and rear roof porches that extend out 8'- 0" and 9'- 7" does not comply with �Vconventional.fight.fiame construction, (2001 C.B.C. chapter 23, and section 2320.5.4.2). The code only allows up to 6'-0" for roofs extending beyond a brace wall line. Provide lateral design ,Gfor the roof porches that extend beyond the limits of the building code by a license architect or Submit two new corrected sets of plans. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Jim Peterson Plans Examiner Cc: Timothy Crete; Architect AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0055113 Recorded I ke FEE 7.00 Official Records I County of I CONIES 2.00 Butte I l'ANN ICE J. GRUBBS I County Llerk-Recorderl 1 I L� 010:219M 20 -Oct -21006 I Patie 1 of 1 IIII III III I III I1II1111111111111111 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: L-'0 3, Cos SV OVJC\ On �u.1- c_etto trN mai enfi��lee�� /H ►�5h 5 i e � � � t✓s� o`�'c s i W 1n � Cry mcg � CAJG• S Its''c�pn- 2 p e c c,, c( e,- Cl- +. � eo v f i�7 crT� (� � �-. S +"q % 0 1, COai-1-o'-rwa i or, O L �o,�.el 27, l ci ck`4, l 3 J O R vvLcT s, a ���e ��) yam, `-f6 end y Daten4i 19 , ZA00% PROPERTY OWNERS: State of California County of 5 On before me, 1 L personally appeared / er c 3 S dioerkfpersonally known to me (or proved to me on the basis of satisfactory evidence) (0/be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my and and official s KRISTA C. GEDDES Signature Seal: Commission #t 1532225 A.P. # •i Notmy Pubfic - CaUtomb Butte County My Comm. Expires Dec 5, 2008 w�;s:yTNii�'y,(""v"W�ww'T�f'�.i'. `� .,-a -. r n; f++r� ...•u rr-....r.. Z^`tGr��r--.yyN ..... yrr. � II 1 BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District ' �� � � Building Depa t No. . 0622(j A.P. Number f �}� Jurisdiction: = City County Property Owner Property Location/Address� U� �lu nm��ll� �i Subdivision Lot No. Residential Development .......................... Q .............. .............................................. Q' Q Sq. Footage No of Living Mobile Home Addition/ Supplemental to (Group. R) Units Installation Conversion Permit # ........................................................................................ •(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage New Addition (Including Exterior Roofed Areas) �. l Building D6partment Represe tive. Date .I� District Identification No. o Cp I School District certifies that�'C-- (Applicant) ( AV& ICA (Street Address) (Phone Number) (City) (State) f (Zip Code) has complied with the requirements of Resolution No. by payment of $ 7 i I representing (7 square feet. B 2926 $ ULL MITIGATION $ C� ct Tc(c' School District Representative Date I i Paid by Check # Remarks: I one . li llfoffa: You may protest the Imposition of the fees Identified above by submitting a written praftst.to the District, In cainpilance with Government Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely wrkbn protest wtil prohibit you from challenging the Imposition of the fee: in any court action. K, 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 On CalHornis Environmental Quaft Act (CEOA). this project may be subject to additional school hes to fully mitigate Its impact on the school d"Wo schools. White (school district), Yellow (building department), Pink (applicant). teefonnAs (3F05W. Mitek Indenstries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 plitifL4n "ta 5321 Eastside Road Redding, CA 96001 Phone: (530) 244-0700 Fax: (530) 244-3329 SIG: DO NOT CUT OR ALTER TRUSSES TRUSSES REQUIRE .EXTREME CARE IN HANDLING, Client ov",C'cA.C� Location ®I ov , I I I_D_ No_ i 20x Date J 2 _. 1 O(� Job Info w l e --5 BUTTE COUNTY BUILDING DiVI ION 2 1-1 07 . ERECTION AND BRACING. SEE SCSI -B1 SUMMARY SHEET COMMENTARY AND RECOMMEDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES (-+TL- e_ 60 to-() T1iMER PRODUCTS INSPECTION 105 SE 124th Avenue Vancouver,. Wz§bhWm 98684 Rhone (530) 499-3840 Fax (530) 499-3953 I.C.C. EVALUATION SERVICE INC. ESR -1311 95—.43.01 NER—OA275 yw — . � _ I ...— a. ^.. — ,?T +S•,a. _ �Y.,+`- 'moi-..—.�-. co v v v v v 0 U 0 L) C.) L) ju v u L) u v ci u w a a a a m m m m —IlC7 a a m m m m m m m m m m m m a mm a a a a a a a a a w a v v i n E E E E E E III ES ES Ans III it Ht CUSTOMER: OBERDORF o c) 0 a a 0 a a a 0 a �0 o a a c) a a PROJECT: NEW RES LOCATION:OROVILLE I i I JOD i russ ype DEFL in (loc) I/dell Ud y SHANEOBERDORF-NEW RES823676088 Plates Increase 1.15 TC 0.05 Fruss Tly TCDL 7.0 Lumber Increase 1.15 P8920X AE 1 WB 0.08 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Job Reference (optional) muss wmu nuumy, �n 6.307 a Jul 112005 MiTek Industries, Inc. Wed Dec 06 09:59:07 2006 Page 1 10.0-0 1-0• 4-10-4 B•0-0 0•o 13-1-12 15-0.0 9.0- 1-0.0 4-104 3-1.12 1-4 -1Y0 31.12 4.10.4 1-0.0 Scale = 1:80.1 2x4 =6 d 4x10 1/ 17 16 15 14 13 12 4x10 3x0 11 3x6 11 3x0 11 34 11 3x0 11 3x0 11 1 4-104 1 13.1-12 1 18.0.0 4-10-0 8.3.8 4-10-4 ld Plate Offsets (X,Y): [1:0-0-0,0-0-01,[2:0-0-0,0-0-0],[3:0-0-0,0-0-0],[4:0-0-0,0-0-0],[5:0-0-0,0-0-0],[6:0-3-0,Edge],[7:0-0-0,0-0-0],[8:0-0-0,0-0-01,[9:0-0-0 ,0-0-01110:0-0-0,0-0-0],[11:0-0-0,0-0-01 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 132 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 8 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=227/18-0-0, 11=227!18-0-0, 15=353/18-0-0, 14=353/18-0-0, 17=168/18-0-0, 16=-57/18-0-0, 13=-57/18-0-0, 12=168/18-0-0 Max Horz 1=-182(load case 5) Max Uplift /=-13(load case 5), 11=-9(load case 6), 15=-27(load case 7), 14=-23(load case 8), 17=-61 (load case 7), 16=-189(load case 4), 13=-189(load case 4), 12=-61 (load case 8) Max Grav 1 =227(load case 1), 11=227(load case 1), 15=444(load case 4), 14=444(load case 4), 17=186(load case 2), 12=186(load case 3) FORCES (lb) TOP CHORD BOT CHORD WEBS Maximum Compression/Maximum Tension 1-2=-277/43, 2-3=-264/39, 3-4=-246/50, 4-5=-307/62, 5-6=-68/22, 6-7=-68/26, 7-8=-307/31, 8-9=-246/43 , 9-10=-264/34, 10-11=-277/39 1-17=-28/169, 16-17=-27/168, 15-16=-27/168, 14-15=-27/167, 13-14=-26/168, 12-13=-26/168, 11-12=-26/169 5-7=-142/84, 4-15=-220/108, 8-14=-220/103, 2-17=-101/71, 3-16=-47/49, 9-13=-47/51, 10-12=-101/71 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zc cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard December 6,2006 Q WARNM • Ver1fy design p-etem and READ NOTES ON TffrS AND INCLUDED MITER REFERENCE PAGE 8II1-7473 BEFORE USE. �1 Design valid for use only with Mlek connectors. This design B based orly upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTek 1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilG of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding w _ fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC511 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heiahts. CA. 95610 � o cuss fuss ype CSI y OBERDORF- NEW RES (loc) I/deft Ud PLATES GRIP TCLL 20.0 R23676087P8920X 1.15 JAATTIC Vert(LL) 13 1 [SHANE 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 lob Reference (optional) MOSS Lamaer, Reaaing, VB saw a em , cwa mi i en umaem ... uvea ue� w uaao.w cvw rayc , 10.0-0 1.0. 4.10.4 8-0.00.0 13-1-12 '•8.0.0 9-0. 1-0. 4 0 4-10 3-1-12 1-0. -40 3.1.12 -10-4 1.0.0 State = 1:60.2 34 =4 4x10 i 9 8 4x10 3x6 II 3x6 II 4-10-4 I 13-1-12 I -8-0.0 4.10.4 8.3.8 •-10.4 Plate Offsets (X,Y): (4:0-3-0,Edge) f� a LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.21 8-9 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.59 Vert(TL) -0.32 8-9 >655 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.06 8-9 >999 240 Weight: 121 lb BCDL 10.0 LUMBER TOP CHORD 2 X 6 OF No.1&Btr G BOT CHORD 2 X 8 OF No.2 G WEBS 2 X 4 OF Stud/Std G REACTIONS (Ib/size) 1=1111/0-3-8,7=111110-3-8 Max Horz 1=182(load case 6) BRACING TOP CHORD Sheathed or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1431/0, 2-3=-772/64, 3-4=-32/730, 4-5=-33/729, 5-6=-772/64, 6-7=-1431/0 BOT CHORD 1-9=0/822, 8-9=0/825, 7-8=0/822 WEBS 3-5=-1857/89, 2-9=0/770, 6-8=0/770 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DU -=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Icads. 4) Ceiling dead load (5.0 psf) on member(s). 2-3, 5-6, 3-5 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 8-9 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard December 6,2006 0 WARNING - Vertfy design parameters and READ NOTES ONTNIS AND INCLUDED MITES REFERENCE PAGE Mil -7473 BEFDRE USE. Design valid for use only with AN'Tek connectors. This design is based only upon parameters shown, and is for on individual building component. i Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designee Bracing shown M iTe k, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respmsibilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,.owe„9.esr ,.:- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building ::omponent 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 5113 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 JOD ruSS rusS ype v.wv a vu, , r 2006 M".k ,nausmes, 4- uvea Dea 06 09:59J2 2006 rage i :THANE OBERDORF- NEW RES 17-1-3 t 8-4-4 8.11-0 , 13 823676091 P8920x BP ATTIC 2�JY 1 6-44 - Scale: 1/8'=1' 0-1(b&18D 2-612 _Lob Reference (optional) • -�� �•• � ��� ^a• �� v.wv a vu, , r 2006 M".k ,nausmes, 4- uvea Dea 06 09:59J2 2006 rage i 9.9.2 17-1-3 t 8-4-4 8.11-0 , 13 0 QNT a6-2.1�� 12+ 26-0.0 r 6-44 2-612 3.2-14 3.2.14 0.10-2 6-44 - Scale: 1/8'=1' 0-1(b&18D 2-612 9 BEH18D 6x8 8x8 34 = 34 8 11 7 10 3x8 II _ 6 12.00 12 27 12 3x8 3x8 II II 34 II 1.5x4 II 3x8 II 5 4x4 II 13 3x8 II • 4 1.5x4 34 II II 1.5x4 II 14 3rB II 3 15 2 \ 18 1 17 a �d o 4x10 = 26 25 24 23 22 21 20 19 18 34 II 3x6 II 8x8 = 34 It 4x10 = 3x6 11 3)6 II 3x6 11 3x6 11 6-44 I 19.7-12 I 260.0 644 13-3-8 644 Plate Offsets (X,Y): [1:0-6-6,0-2-01, [8:0-0-11,0-1-21, [9:0-1-12,0-1-121 [11:0-0-11,0-1-21, [17:0-6-6 0-2-01 [21:0-4-0,0-1-4] LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.08 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) n/a n/a 999 MI118 170/148 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 252 lb LUMBER BRACING TOP CHORD 2 X 8 DF No.2 G *Except* TOP CHORD Sheathed or 6-0-0 oc purlins. 7-10 2 X 6 DF No.1 &Btr G, 8-9 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-11 2 X 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s): 27, 29, 31 BOT CHORD 2 X 8 DF No.2 G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=404/26-0-0, 17=404/26-0-0, 23=604/26-0-0, 22=604/26-0-0, 18=124/26-0-0, 19=147/26-0-0, 20=-250/26-0-0, 24=-250/26-0-0, 25=147/26-0-0, 26=124/26-0-0 Max Horz 1=-278(load case 5) Max Upliftl=-42(load case 5), 17=-25(load case 6), 18=-99(load case 8), 19=-I (load case 8), 20=-595(load case 4), 24=-595(load case 4), 26=-100(load case 7) Max Grav 1 =404(load case 1), 17=404(load case 1), 23=885(load case 4), 22=885(load case 4), 18=150(load case 3), 19=220(load case 4), 25=220(load case 4), 26=150(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-496/88, 2-3=-467/78, 3-4=-447/89, 4-5=-428/112, 5-6=-519/107, 6-7=-385/54, 7-8=-160/25, 8-9=-88/36, 9-11=-88/36, 10-11=-160/25, 10-12=-385/58,12-13=-519/101, 13-14=428/95, 14-15=-447/64, 15-16=-467/56, 16-17=-496/67, 7-10=-237/64 BOT CHORD 1-26=-51/311, 25-26=-49/308, 24-25=-48/307, 23-24=48/306, 22-23=-47/304, 21-22=-45/306, 20-21=-45/306, 19-20=-45/307, 18-19=-45/308, 17-18=-44/311 WEBS 6-29=-85/99, 27-29=-84/99, 27-31=-84/84, 12-31=-85/84, 5-23=-293/119,13-22=-293/97, 7-28=-38/116, 27-28=42/96, 27-30=-41/96, 10-30=-37/116, 16-18=-108/88, 15-19=-45/56, 14-20=-52/58, 4-24=-52/55, 3-25=-45/53, 2-26=-108/88, 28-29=0/36, 30-31=0/36 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate meta DOL=1.33. 2) Unbalanced snow loads have been considered for this design. C6ntinouer�ordp�getl drainage to prevent water ponding Q�OFESS/pN S. r,N��Ftic W C 040433 *\ EXA;�1-07 /* December 6,2006 Q WARNING • Verj fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil -7473 BEFORE USE. Design valid for use only Wlh MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Appricobility, of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 -1 - fabrication, quarity control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Citrus Heights, CA, 95610 0 ruSS rUSS type - y SHANE OBERDORF- NEW RES P8920X BP ATTIC p 1 823676091 Mees Lumher Redrlinn Job Reference(optional) ......... ..m ee umuom re,, vvvu mu w uv:ov:sz zuw rage z NOTES 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with 8d x 1-1/2" common wire nails (0.131" x 1.5") in pre -punched holes provided. All nails holes must be filled ( 5 Nails per side 10 nails total). 6) See BEH18 DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) Gable requires continuous bottom chord bearing. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (5.0 psf) on member(s). 5-6, 12-13, 6-29, 27-29, 27-31, 12-31 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Q WARNING - Verjjy design parametem and READ NOTES ON TNIS AND INCLUDED 6IITER REFERENCE PAGE MN -7473 BEFORE USE. Design valid for use only with Mlek connectors. This design k based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component b responsibility of building designer - not truss designer. Bracing shown MITek• is for lateral support of individual web members only. Additional temporary bracing to insure stability curing consfruction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsiUliy, of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Suite 109 S , Greenback Lane Safety Information available from Truss Plate Institute, 583 D'Onotdo Drive, Madison, WI 53719. 77 7777 77 Heights, CA, Lane, S I ob 11 rusS I ruSs itype Utyy SHANE OBERDORF- NEW RES --- P8920X B ' ATTIC 11 1 R23676089 Moss Lumber. Reddino. Ca LOADING (psf) Job Reference (optional) *Jul i r cuuo mn eK 19-7.12 6.4-4 _8-11-09.9-2 13.0-0 16.2-1417.110 26-0-0 � 8 1 6-4-4 2-6.12 3-2-14 3-2-14 0-10.2 6.4.4 0-10.2 2-6- 12 BEH18D 6 BEH18D 5x10 1A5x10 O 13 12 3x8 II 10x10 = mc. Weo uec ub 09:59:08 2006 Page 1 Scale = 1:91.1 6.4-4 19-7-12 26-0-0 . 6.4-4 13-3-8 0-4-4 Plate Offsets (X Y): (1:0-2-5,Edge[�[5:0-0-11,0-1-2],f6:0-1-12 0-1-121 [8:0-0-11,0-1 -?], [I 1:0-2-5,Edgel LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.99 Vert(LL) -0.37 13-14 >826 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.56 13-14 >551 180 M1118 170/148 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.10 14 >999 240 Weight: 224 lb LUMBER BRACING TOP CHORD 2 X 8 DF No.2 G 'Except' TOP CHORD Sheathed or 3-6-8 oc purlins. 4-7 2 X 6 DF No.1&Btr G, 5-6 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. 6-8 2 X 4 DF No.1 &Btr G JOINTS 1 Brace at Jt(s): 15 BOT CHORD 2 X 8 DF SS G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=1677/0-5-8, 11=1677/0-5-8 Max Horz 1=-278(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2366/0, 2-3=-1303/78, 3-4=0/345, 4-5=-160/25, 5-6=-88/36, 6-8=-88/36, 7-8=-160/26, 7-9=0/345, 9-10=-1303/77, 10-11=-2366/0, 4-7=0/512 BOT CHORD 1-14=0/1399, 13-14=0/1412, 12-13=0/1399, 11-12=0/1399 WEBS 3-15=-1980/72, 9-15=-1980/71, 2-14=0/1272, 10-13=0/1272, 4-15=-98/276, 7-15=-98/276 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with 8d x 1-1/2" common wire nails (0.131" x 1.5") in pre -punched holes provided. All nails holes must be filled ( 5 Nails per side 10 nails total). 6) See BEH18 DETAILS for plate placement. 7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 2-3, 9-10, 3-15, 9-15 10) gBottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 �o�tinoied on tine r duction of 20a/o has been applied for the green lumber members. December 6,2006 0 WARNING • Verlry design parameters and READ NOTES ON THIS AND INCLUDED M7TER REFERENCE PAGE M11•7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 8 based only upon parameters shown. and is for an individual building component. f Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage• delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component i Safety Information ovoibble from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 JOD ruSS I rusS I Y - ly SHANE OBERDORF- NEW RES 7117 823676089 P8920X 8 ATTIC 1 I Job Reference (optional) mvaa Lunnuef, nevv���y, vs - 0.300 s Jul 11 2005 MiTek Industries, Inc. Wed Dec 06 09:59:08 2006 Page 2 NOTES 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Q WARNWO -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFBRENCE PAGE MD -7473 BEFORE USE. r' Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibi6y of building designer - not truss designer. Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Citrus Heights, CA, 95610 __ JOD cuss I ype uly Fly :SHANE OBERDORF- NEW RES I/defl Ud (Roof Snow=20.0) Plates Increase 1.15 823678090 P6920x BG ATTIC 4 2 Job Reference o tional 6.3Iu s Jul 11 2006 Mi TeX Industnes, Inc. Wed Dec 06 09:59:112006 Page 1 19-7.12 6-44 8-11-09.9.2 130-0 16.2.1417 -tri+_ 26-00 6-44 2-6-12 32.14 632.14 0-10-2 344 Scale =1:91.1 0-10.2 2-& 12 BEH18D 8 BEH18D 5x10 * 14 13 12 5x10 \\ 3x8 II 8x10 = 6-44 I 19-7-12 I 0.0-0 6-44 1338 444 LOADING (psf) TCLL 20.0 SPACING 3-9-0 CSI DEFL in (loc) I/defl Ud (Roof Snow=20.0) Plates Increase 1.15 TC 0.69 Vert(LL) -0.34 13-14 >895 360 TCDL 7.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -0.51 13-14 >601 180 BOLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.02 11 n/a n/a acnt inn Code UBC97/ANSI95 (Matrix) Matrix Wind(LL) Wind LL 0.09 13 >999 240 LUMBER BRACING TOP CHORD 2 X 8 DF SS G *Except* TOP CHORD 4-7 2 X 6 DF No.1 &Btr G, 5-6 2 X 4 DF No.1 &Btr G 6-8 2 X 4 DF No.1 &Btr G BOT CHORD BOT CHORD 2 X 8 DF SS G 'Except' JOINTS 11-122X8 DFNo.1G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=3190/0-5-8, 11=3404/0-5-8 Max Horz 1=-520(load case 5) PLATES GRIP MT20 220/195 M1118 170/148 Weight: 447 Ib 2-0-0 cc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 4, 7, 6, 15 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4553/0, 2-3=-2510/160, 3-4=0/696,4-5=-301/48, 5-6=-165/68,6-8=-165/68, 7-8=21-'01/48' 7-9=0/674, 9-16=-2316/159, 10-16=-2519/123, 10-17=-4098/0, 11-17=-4670/0, 4-7=0/1005 BOT CHORD 1-14=0/2702, 13-14=0/2728, 12-13=0)2703, 11-12=0/2703 WEBS 3-15=-3901/173, 9-15=-3832/157, 2-14=0/2451, 10-13=0/2322, 4-15=-196/570, 7-15=-132/496 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc, 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless ctherwise indicated 3) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category Il; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DO =1.33 Plate meta DOL=1.33. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. Continued on page 2 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH -7473 BEFORE USE. Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer- Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respcnsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Cdleda, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 533 D'Onofrio Dive, Madison, WI 53719. O9?,o ESS/ONS �Q����R S. T�Nc�F�c Tn LU C 046 3 T * EXP - 07 PFOF 1 December 6,2006 _MiTe_k- 7777 Greenback Lane, Suite 109 Citrus Heights. CA. 95610 0 rusS russ ype y SHANEOBERDORF-NEW RES 823676090 P8920x BG ATTIC 4 2 Job Reference (optional) Moss Lumber, Redding, Ca 6.300 s Jul 11 2006 MiTek Industries, Inc. Wed Dec 06 09:59:112006 Page 2 NOTES 7) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with 8d x 1-1/2" common wire nails (0.131" x 1.5") in pre -punched holes provided. All nails holes must be filled ( 5 Nails per side 10 nails total). 8) See BEH18 DETAILS for plate placement. 9) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Ceiling dead load (5.0 psf) on member(s). 2-3, 9-10, 3-15, 9-15 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 13) A plate rating reduction of 20% has been applied for the green lumber members. 14) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Snow: Lumber Increase= 1. 15,- Plate Increase=1.15 Uniform Loads (plf) Vert: 1-14=-38, 13-14=-225, 11-13=-38, 1-2=-101, 2-3=-120, 3-4=-101, 4-6=-101, 6-7=-101, 7-9=-101, 9-16=-120, 10-16=-170(F=-50), 10-17=-151(F=-50), 11-17=-101, 3-9=-19 Q WARNING - Vert jy dcMgn parameters and READ NOTES ON THIS AND INCLUDED 6IITER REFERENCE PAGE MIF7473 BEFORE USE. �qpg Design valid for use only with lv9Tek connectors. This design a based only upon parameters shown, and is for an individual building component. 191 Applicability of design paromenters and proper incorporation of component is responsibifity of building designer - not truss designer. Bracing shown Welk for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Critedo, OSB -89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. Citrus Heights, CA, 95610 -1-0-0 49.0 I 9.6.0 12-7-2 1-0.0 49.0 4.9.0 3-1-2 5 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 1x3 II 3x4 1x3 II 3x4 4 5.00 F12 1.3 II 3x4 i 2x3 II 2x8 1x3 II 3x4 3 a 2 x33 I I a 4x9 = 14 It 1x3 II 1x3 11 LOADING (psf) DEFL in (loc) I/deft Ud TCLL 20.0 SPACING 2-0-0 (Roof Snow=20.0) Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 LUMBER 2-7 >999 240 TOP CHORD 2 X 4 DF No.1 &Btr G Citrus Heights, CA, 10S BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 OF Stud/Std G TOP CHORD OTHERS 2 X 4 OF Stud/Std G 9.8.0 L osl(p Scale: 3/8'=1' d. CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.22 Vert(LL) -0.14 2-7 >764 360 MT20 220/195 BC 0.42 Vert(TL) -0.28 2-7 >380 180 MiTek WB 0.21 Horz(TL) 0.01 7 n/a n/a fabrication, quality control storage. delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSII Building Component (Matrix) Wind(LL) 0.00 2-7 >999 240 Weight: 69 lb Citrus Heights, CA, 10S BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=61/0-3-8, 2=394/0-5-10, 7=456/Mechanical Max Horz 2=158(load case 7) Max Uplift5=-27(load case 7), 2=-45(load case 7), 7=-122(load case 7) Max Grav5=72(load case 2), 2=490(load case 2), 7=521 (load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-500/0, 3-4=-83/62, 4-5=-52/20 BOT CHORD 2-7=-104/443, 6-7=0/0 WEBS 3-7=-471/111, 4-7=-285/115 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Q?,OFESS/pN Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) Gable studs spaced at 1-4-0 oc. m 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. uj C 433 rn 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 1-97 ,t 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. LOAD CASE(S) Standard Fl December 6,2006 Q WARNING - Verify design panamete- and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M17-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. PYA Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generol guidance regarding - fabrication, quality control storage. delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSII Building Component 7777 Greenback Lane, S Lane,Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. Citrus Heights, CA, 10S JOD cuss I russ I ype--- Design valid for use only with PNTek connectors. This design is based only upon parameters shown. and is for an individual building component. y SHANE OBERDORF- NEW RES Applicability of design paromenters and proper incorporation of component 4 responsibility of building designer - not truss designer. Bracing shown TCLL 20.0 SPACING 2-0-0 CSI 823676092 P8920X C MONOTRUSS 18 1 TC 0.39 Vert(LL) -0.18 2-7 >598 360 MT20 220/195 TCDL 7.0 Lumber Increase Job Reference (optional) uwum—., u,, rreu mac uo us:ar w muo rage r -1.0-0 49-0 9-6-0 12.7.2 1-0.0 4-9.0 4.9.0 3-1-2 5 44 4x4 = 9.6.0 3.1-2 x Scale = 1:30.2 d. LOADING( sf) ��q�� Design valid for use only with PNTek connectors. This design is based only upon parameters shown. and is for an individual building component. la Applicability of design paromenters and proper incorporation of component 4 responsibility of building designer - not truss designer. Bracing shown TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.39 Vert(LL) -0.18 2-7 >598 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.36 2-7 >296 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.01 2-7 >999 240 Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid veiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 5=63/0-3-8, 2=394/0-5-10, 7=455/Mechanical Max Horz 2=159(load case 7) Max Uplift 5=-25(load case 7), 2=-44(load case 7), 7=-123(load case 7) Max Grav 5=73(load case 2), 2=490(load case 2), 7=520(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-460/4, 3-4=-78/54, 4-5=-52/20 BOT CHORD 2-7=-109/396, 6-7=0/0 WEBS 3-7=-428/118, 4-7=-274/111 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DO? =1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. LOAD CASE(S) Standard OQ?,pFESS/ONS ������R S. r�N��F2c C 046A33 T NXVMX�t�§ VJ December 6,2006 Q WARNING - Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. ��q�� Design valid for use only with PNTek connectors. This design is based only upon parameters shown. and is for an individual building component. la Applicability of design paromenters and proper incorporation of component 4 responsibility of building designer - not truss designer. Bracing shown Mire is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respcnsibilfity of the k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consull ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrto Drive, Madison, WI 53719. 7777 Greenback Lane, Lane.S Suite 109 — Citrus Heights, CA, 10S 3 R23676095 Job 005, -1-0-0 I 7-1D-8 11.65 1-0-0 7.1D-8 3-7.13 4 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 4x4 II 5.00 12 1.5x4 II 3 1.5x4 II 1.5x4 II 4x4 1.5x4 II 4x4 � 1.5x4 II 4x4 _ 1.5x4 II 6 5 1.5x4 II 7-10-6 7-10-8 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 (Roof Snow=20.0) Lumber Increase 1.15 TCDL 7.0 Rep Stress Incr YES BCLL 0.0 Code UBC97/ANS195 BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 OF Stud/Std G OTHERS 2 X 4 DF Stud/Std G dq Stale = 1:27.8 , LUSZ6 CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.32 Vert(LL) -0.14 2-6 >651 360 MT20 220/195 BC 0.41 Vert(TL) -0.27 2-6 >325 180 WB 0.11 Horz(TL) -0.00 4 n/a n/a — .x„ ,=I-- e,,,—fabrication, (Matrix) Wind(LL) 0.00 6 "" 240 Weight: 49 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=59/0-3-8, 2=321/0-5-10, 6=441 /Mechanical Max Horz 2=146(load case 7) Max Uplift4=-26(load case 7), 2=-32(load case 7), 6=-128(load case 7) Max Grav4=70(load case 2), 2=408(load case 2), 6=504(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-108/100, 3-4=66/18 BOT CHORD 2-6=0/0, 5-6=0/0 WEBS 3-6=-424/161 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) Gable studs spaced at 14-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard �OQ?,OFESS/CO pN�l C 04033 T *\ EV—WI-07 /* December 6,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil -7473 BEFORE USE. pp Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on i.idividuol building component. �iPPYY�iYY Applicability of design paromenters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding — .x„ ,=I-- e,,,—fabrication, fabrication,quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 5113 D'Cnofrto Drive, Madison, wl 53719. Citrus Heights, CA, 95610 JOID Russ I russ I ype Uty Fly SHANE OBEROORF- NEW RES SPACING 2-0-0 CSI DEFL in (loc) 823676094 P8920X D MONO TRUSS 10 1 1 -0.14 2-6 >651 360 MT20 220/195 Job Reference (optional) JI Lumber, Reading, Ca 6.300 s Jul 112006 Mi rek Industries, Inc. Wed Dec 06 09:59:14 2006 Page 1 i1 -0-0 I 7.10-8 11-6-5 i 1-0-0 7-10-8 3-7.13 4 1.5X4 II dScale = 1:27.8 , 7-10-8 Plate Offsets (X,Y): [2:0-0-0,0-0-01 [3:0-0-0,0-0-0] ---- -- LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.49 Vert(LL) -0.14 2-6 >651 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.27 2-6 >325 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code UBC97/ANSI95•••• (Matrix) Wind(LL) 0.00 6 240 Weight: 331b LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 4=34/0-3-8, 2=309/0-5-10, 6=478/Mechanical Max Horz 2=146(load case 7) Max Uplift4=-15(load case 7), 2=-27(load case 7), 6=-144(load case 7) Max Grav4=43(load case 2), 2=394(load case 2), 6=546(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-113/106, 3-4=-77/7 BOT CHORD 2-6=0/0, 5-6=0/0 WEBS 3-6=-467/178 Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. Q?,()FESS/D� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. (,D Q rn LOAD CASE(S) Standard IX CW433 M El December 6,2006 Q WARNING • Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MATER REFERENCE PAGE MD -7473 BEFORE USE. �� Design valid for use only with MiTek connectors. This design 4 based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mire k• is for lateral support of individual vreb members only. Addilional temporary bracing to insure stability during construction is the responsibilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rower — - fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/FPII Quality Criteria. DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 10 J Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Citrus Heights, CA, 95610 JOD russ I rusS I ype uly my- OBERDORF-NEW RES P8920X DX MONO TRUSS 6 1 823676096 (Roof Snow=20.0) Plates Increase 1.15 TC 0.52 Vert(LL) -0.14 Job Reference (optional) Moss Lumber, rseaomg, ca - 6.330 s Jul 11 2006 MITek Industries, Inc. Wed Dec 05 09:59:15 2006 Page 1 I '1-0-0 I 7-10.8 9-0-0 1.0.0 7.10.8 1.1.8 4 20 = 1.5x4 11 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d (Roof Snow=20.0) Plates Increase 1.15 TC 0.52 Vert(LL) -0.14 2-6 >651 360 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.27 2-6 >325 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.00 2 •••• 240 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=337/0-5-10, 6=356/Mechanical Max Horz 2=117(load case 7) Max Uplift2=-52(load case 7), 6=-83(load case 7) Max Grav 2=421 (load case 2), 6=451 (load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-74/95, 3-4=-51/0 BOT CHORD 2-6=0/0, 5-6=0/0 WEBS 3-6=-371/116 Scale = 1:22.5 PLATES GRIP MT20 220/195 Weight: 30 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DiDL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard December 6,2006 © WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED trfITERREFBRENCS PAGE MH- 7473 BEFORE USE. ■17YI' Design vorid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual buildinE component. Applicability of design paromenters and proper incorporation of component k responsibility of building designer - not truss desigrssr. Bracing shown MiTek is far lateral support of individual w� web members only. Additional temporary bracing to insure stability during construction is the reonsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance -egarding fabrication, quality control, storage, delivery, erecticn and bracing, consult ANSI/TPII Quality Criteria, OSB -87 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 o ruSS russ I ype DEFL in (loc) I/deft Ud Vert(LL) -0.05 2-4 >999 360 Vert(TL) -0.10 2-4 >692 180 Horz(TL) 0.00 4 n/a n/a Wind(LL) 0.00 2 "" 240 ySHANE OBERDORF- NEW RES P8920X ES GABLE y 1 823676098 OTHERS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=273/0-3-8; 4=273/0-3-8 Max Horz 2=62(load case 6) Job Reference o tional Moss Lumber. Reddino. Ce Max Grav2=321(load case 2), 4=321 (load case 3) FORCES (lb) - Maximum Compression,'Maximum Tension s dui 11 zuvo mi i ex dlausines, Inc. Wed Dec 06 09:59:16 2006 Page 1 -1-0-0 3-0.0 6-0-0 7-0.0 1.0.0 3-0.0 3.40 1-0.0 3x6 II 1.5x4 II 3 NO TOP CHORD NOTCHING IS ALLOWED 'HE HEEL JOINTS. 3.0-0 I 6-0-0 to Scale = 1:26.0 TCLL fps 0 0 (Roof Snow=20.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.11 BC 0.25 WB 0.00 (Matrix) DEFL in (loc) I/deft Ud Vert(LL) -0.05 2-4 >999 360 Vert(TL) -0.10 2-4 >692 180 Horz(TL) 0.00 4 n/a n/a Wind(LL) 0.00 2 "" 240 PLATES GRIP MT20 220/195 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.l &Btf G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=273/0-3-8; 4=273/0-3-8 Max Horz 2=62(load case 6) Max Uplift2=-53(load case 7), 4=-53(load case 8) Max Grav2=321(load case 2), 4=321 (load case 3) FORCES (lb) - Maximum Compression,'Maximum Tension TOP CHORD 1-2=0/67, 2-3=-155/37, 3-4=-155/37, 4-5=0/67 BOT CHORD 2-4=-5172 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) Gable studs spaced at 1-4-0 oc. OFESS/ ON9 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A oQi ��1�T� S. plate rating reduction of 20% has been applied for the green lumber members. C LOAD CASE(S) Standard E=- December 6,2006 0 WARNING -Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE US& Design valid for use only with MNTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek• is for lateral support of individual web member. only. Additional temporary bracing to insure stability during construction is the responsibilGty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i fabrication. quality control, storage- delivery, erection and bracing, consult ANSI/TPl1 Quality Criteria, DSB-89 and BCSI1 Building Component _ Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, M 7777 Greenback La Madison, WI 53719. Citrus Heights, CA, ne, 10 Su P8920X I E I COMMON 16 1 1 0 R23676097 -1-0.0 30.0 6.0.0 7-0-0 1.0.0 3.0.0 3.0.0 1-0-0 Sale = 1:24.5 4x4 = 3 REACTIONS (Ib/size) 2=273/0-3-8,4=273/0-3-8 Max Horz 2=-67(load case 5) Max Uplift2=-52(load case 7), 4=-52(load case 8) Max Grav2=321(load case 2), 4=321 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/67, 2-3=-154/38, 3-4=-154/38, 4-5=0/67 BOT CHORD 2-4=-7/77 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DCL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. �OpROFESS/��9 LOAD CASE(S) Standard �Q ��R S. TSN l�2 OD �~ cF61, cD m Uj C 046 X * EXP.Z� December 6,2006 Q WARNING - ver(fg design parameters and READ NOTES ONTHIS AND INCLUDED MITER REFERENCE PAGEM11-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. i Applicability of design paramenters and proper incorporation of component k responsibility of building designer - not truss designer. Bracing shown I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the Mi a 4 1\ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .ewr,.,o.e,.ra.,.: fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlterla, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 5113 D'Onofrio Drive, Madison, wl 53719. Citrus Heights, CA, 95610 3.0.0 1 6.0.0 I 30.0 3-0-0 Plate Offsets (X,Y): [2:0-2-6,0-1-01 [3:0-2-0,Edgel,[4:0-2-6,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.11 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.25 Vert(TL) -0.10 24 >692 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 24 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=273/0-3-8,4=273/0-3-8 Max Horz 2=-67(load case 5) Max Uplift2=-52(load case 7), 4=-52(load case 8) Max Grav2=321(load case 2), 4=321 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/67, 2-3=-154/38, 3-4=-154/38, 4-5=0/67 BOT CHORD 2-4=-7/77 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DCL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. �OpROFESS/��9 LOAD CASE(S) Standard �Q ��R S. TSN l�2 OD �~ cF61, cD m Uj C 046 X * EXP.Z� December 6,2006 Q WARNING - ver(fg design parameters and READ NOTES ONTHIS AND INCLUDED MITER REFERENCE PAGEM11-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. i Applicability of design paramenters and proper incorporation of component k responsibility of building designer - not truss designer. Bracing shown I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the Mi a 4 1\ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .ewr,.,o.e,.ra.,.: fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlterla, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 5113 D'Onofrio Drive, Madison, wl 53719. Citrus Heights, CA, 95610 ® r MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 ffe k - USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A. C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with IOd nails at 12"o. c. These rules only apply to residential 2' o. c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351 Sincerely, 10. C049919 EXP 9-30 sjq CNILP SOF CAW Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek 'STANDARD GABLE END DETAIL PAGES1GOFX2 DIAGONAL OR L -BRACING 4/26/00 VARIES REFER TO TABLE BELOW eu�n ru�nin TO COM. TRUSS 6' 12 _ 2X4 NO.2 OR BTR. DF -L 4X4 — / — 1 X4 OR 2X3 (TYP) CONT. BRG---'' SPAN TO MATCHCOMMON TRUSS LOADING(pso TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANSI95 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3 /1/2" 1 1/2" (BY OTHERS) NOTCH AT 'CZ 24 O.C. (MIN.; TOP CHORD NOTCH DETAIL ,3x5 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 24" O.C. END T. � LID WALL CEILING MATERIAL DETAIL A _ LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 71 - r-�0" _ OVER 8'-6" 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 70 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STU3S ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. OCT 19 QROF !p'� w� a Continued on page 2 19 W. 9.30-M MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACE WITH L - BRACE 12 INCH O.C. 6 INCH O.C. 5-9-0 11-6-0 - _ _ 17-3-0 8-3-0 _ 1-0 24 INCH O.C. A_n_n R_n_n _ n_n G 4 A A NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 70 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STU3S ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. OCT 19 QROF !p'� w� a Continued on page 2 19 W. 9.30-M STANDARD GABLE END DETAIL PAGES2GOFx2 ` 4/26/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (n'P) 2X4 BLOCK SIMPSON A34 -------'--------/ i \ OR EQUIVALENT �±45- \V� 2X4 S D OR BTR SPACED @ 6-0" O.C. \ SHALL BE PROVIDED AT EACH END OF LEDGER \ BRAC E. CONNECT AT END WITH STRON BACK W/ 4-1110d NAILS. MAX. LENGTH = T-0" GABLE EN STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'4" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. -OCT 19 2000 VALLEY TRUSS DETAIL MII/SAC -19 14/26/2004 I PAGE 1 OF 2 LIVE LOAD = 60 PSF (MAX) DEAD LOAD = 16 PSF (MAX) GABLE END, COMMON TRUSS D.O.L. INC = 1.15 OR GIRDER TRUSS 90 MPH WIND SPEED, 3 SECOND GUST MiTek Industries, Inc. Western Division NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING GABLE END, COMMON TRUSS - 11 TOE - NAIL VALLEY TO to BEVEL VALLEY BASE TRUSS WI TRUSS (2) (.162"X3.511 MIN) TOE - NAIL VALLEY TO T E NAILS ATTACH 2x6 CONTINOUS NO.2 SPF BASE TRUSS W/ TO THE FACE OF THE ROOF W/ TWO (2) (.162"X3.511 MIN) (.162"X3.511 MIN) NAILS INTO EACH To NAILS TIR BELOW VALLEY TRUSS DETAIL A RESTS ON 2x6 AuG 3 12006 (BASE TRUSSES SHEATHED) DETAIL B (GREATER THAN 3112 PITCH) QRO root ATTACH BEVELED 2x4 CONTINOUS O N0.2 SPF TO THE FACE OF THE ROOF YG W/ TWO (.162"X3.5" MIN) NAILS INTO EACH TRUSS BELOW ATTACH VALLEY TO BEVELED 20 W1 (2) (.162"X3.5" MIN) @ 12" O.C. DETAIL C TOE - NAIL VALLEY TO (GREATER THAN 3/12 PITC BASE TRUSS WI ( LESS THAN 6/12 PITCH) TOE 3.511 MIN) NAILS VO. CDA9919 EXP. 9-3006 Q WARMNO. 7arW dealgn parameters and READ NOTES ON THIS AND INCLUDED M77EK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design void for use any wllh MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paromenters and proper Incorporation of component Is responslbtily of building designer - not truss designer. Bracing shown Citrus Heights, CA, 9561CMI Is for lateral support of nmember; dMdual web membeonly. Addlllonol temporary bracing to Insure sloblIlly during construction Is the responsibility of The erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Solely Information available from Truss Plate Institute, 583 D'Onoldo Drive, Madison. WI 53719. M iTeke 11--- -- --- -- --- --- 11 1, a 11 11 aII 11 if11 ii II 11 11 II II Ij Ij �I II 11 II 11 11 11 11 11 II 11 11 jl , I 11 I II 11 I� II 11 1, 11 11 11 11 11 11 ,1 11 11 11 11 I 11 11 ,1 11 11 I II I I 11 ,I II II II 11 11 VALLEY TRUSS TYPI kL 'I BASE TF (24" O.C. CAL VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS - 11 TOE - NAIL VALLEY TO to BEVEL VALLEY BASE TRUSS WI TRUSS (2) (.162"X3.511 MIN) TOE - NAIL VALLEY TO T E NAILS ATTACH 2x6 CONTINOUS NO.2 SPF BASE TRUSS W/ TO THE FACE OF THE ROOF W/ TWO (2) (.162"X3.511 MIN) (.162"X3.511 MIN) NAILS INTO EACH To NAILS TIR BELOW VALLEY TRUSS DETAIL A RESTS ON 2x6 AuG 3 12006 (BASE TRUSSES SHEATHED) DETAIL B (GREATER THAN 3112 PITCH) QRO root ATTACH BEVELED 2x4 CONTINOUS O N0.2 SPF TO THE FACE OF THE ROOF YG W/ TWO (.162"X3.5" MIN) NAILS INTO EACH TRUSS BELOW ATTACH VALLEY TO BEVELED 20 W1 (2) (.162"X3.5" MIN) @ 12" O.C. DETAIL C TOE - NAIL VALLEY TO (GREATER THAN 3/12 PITC BASE TRUSS WI ( LESS THAN 6/12 PITCH) TOE 3.511 MIN) NAILS VO. CDA9919 EXP. 9-3006 Q WARMNO. 7arW dealgn parameters and READ NOTES ON THIS AND INCLUDED M77EK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design void for use any wllh MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paromenters and proper Incorporation of component Is responslbtily of building designer - not truss designer. Bracing shown Citrus Heights, CA, 9561CMI Is for lateral support of nmember; dMdual web membeonly. Addlllonol temporary bracing to Insure sloblIlly during construction Is the responsibility of The erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Solely Information available from Truss Plate Institute, 583 D'Onoldo Drive, Madison. WI 53719. M iTeke VALLEY TRUSS DETAIL MII/SAC - 19 4/26/2004 PAGE 2 OF 2 MITek Industries, Inc. Western Division BEVEL VALLEY TRUSS TOE - NAIL VALLEY TO BASE TRUSS W/ (2 ) .131x3.5 MIN. TOE NAILS DETAIL D (NO SHEATHING) NOTES: BEVEL VALLEY TRUSS .r SECURE VALLEY TRUSS W/ USP RT7 OR EQUIVALENT DETAIL E (NO SHEATHING) FOR CONNECTION OF VALLEY TRUSSES TO BASE TRUSS USING DETAIL D OR DETAIL E. 1. SPACING OF LATERAL BRACING REQUIRED ON TOP CHORD OF BASE TRUSS SHALL BE LARGER THAN THE SPACING OF VALLEY TRUSSES (24" O.C. MAX) OTHERWISE, ADDITIONAL BRACING SHALL BE PROVIDED FOR TOP CHORD OF BASE TRUSS. 2. LATERAL FORCE SYSTEM SHALL BE CHECKED BY PROJECT ENGINEER TO VERIFY THE PROPER TRANSFER OF ALL THE VERTICAL AND LATERAL FORCE. GENERAL NOTES: 1. SPAN OF VALLEY TRUSS SHALL BE LIMITED TO 30'-0" MAX AND PITCH BETWEEN 26/12. 2. PROVIDE LATERAL SUPPORT FOR TOP CHORD OF BASE TRUSS WITH SHEATHING (BY OTHERS) 3. MAX WEB LENGTH WITHOUT BRACE (6'-3") WITH BRACE (12'-6") 4. IF TOP CHORD LATERAL BRACING REQUIRED IS LESS THAN SPACING OF VALLEY TRUSSES (24" O.C.) THAN ADDITIONAL 2X4 BRACING IS REQUIRED. 5. LATERAL BRACING SHALL BE NAILED W/MIN 210d NAILS. 6. THIS DETAIL SHALL BE REVIEWED p►N`D APPROVED BY QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER OR ARCHITECT. AUG 3 12006 Q WARNING' m V -1h design paraitem and READ NOTES ON TRIS AND INCLUDED 0TERREFERENCE FAO, M71.7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design k based on y upon paramelm, shown, and h for an Individual building component. Suite 109 Appricobrfily of design parom��nlers and proper incorporation of component is responslblfily of building designer - not Iruss designer. Bracing shown Citrus Heights, CA, 9581 Is for lolerof support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbllilly of the erector. Addfllonal permanent bracing of the overall structure Is the responslblllly of the building designer. For general guidance regarding fabrication, quallly control, slorage, delivery, erection and bracing, consult ANSI/TPII Qualf y Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute. 583 D'OnoMo Drive, Madison, WI 53719. 0.1 a Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/161 For 4 x 2 orientation, locate plates 0-1/16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI I : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O x U a- 0 Numbering System 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A r) W O x U CL O © 2006 MiTek@ All Rights Reserved Iml MiTek POWER TO PERFORM.' MiTek Engineering Reference Sheet: Mll-7473 Q General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria, GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handling Installing 'Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet - Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el fpjJdQ Placers de Metaloara para mayor informad6n Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men SCSI -83 para los arriosLres permanentes y refuerzos de los mietrbros secundarios (webs) para mayor informaci6n. EI resto de amostres permanentes son la responsabilidad del Disefiador del Edificio. ®i The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or ` 1 /f Trusses 30' or IJ mid -height less, support less, support at t.. at peak. �, ;'� quarter points. r Levante Tagline Levante de del pico los los cuartos trusses de 20 del los pies o mens. trusses de 30 E Trusses up to 20' pies o menos.Trusses up to 30' -*Trusses Trusses hasta 20 pies hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posid6n con la gn)a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO gloves when handling and safety glasses when ®oma POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO QAllow no more No permita mas Q Use special care in than 3" of defec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. +a e +a i 8'maa. err I +a QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK `S,Y^�Ft. < QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. I'7f For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. IN Too—in.,.. Spreader bar or truss bundles Ta line L QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. Tagline Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES I\ Greater than r Dies 60' or less �— Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES ' T� ere -in Locate Spreader bar Attach above or stiffback 10' O.C. mid -height I F�max. /I I Ni NV IV VC41 Spreader bar 2/3 to �— 3/4 truss length —SII Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BUL32 Summary Sheet - Truss Installa- tion and Temoo� Bracino for more information. Vea el res6mert BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informaci6n. 4 i Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con sada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) Ttin. rig.k!IDXIE41,,tATl-E4-kN7C"-Ii�AMIHO7A RESUME1 DE LA GUTA DE BUENA RACT CA PARA E BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' Fox. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. I - Q Refer to BCSI-86 -7 Summary Sheet - Gable End Frame Bracing. I'7( Repeat diagonal braces. Vea el res6men IJ BCSI-B6 - Arriostre Repita IDS arriostres del truss terminal diagonales. de un techo a dos aguas• Set first five trusses with spacer pieces, then add diagonals. Repeat 10 process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadore% luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta clue todos los trusses esten instalados. 2) BOTTOM CHORD —CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing I6DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4:x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Q Refer to BCSI-B7 Summary Sheet - Temporary and Permanent Bracing for Parallel Chord Trusses for more Information. Maximum lateral brace spacing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords Vea el resumen BCSI-87 - Arriostre peri rmanen a de ld diagonal trusses de cuerdas brace for cantilevered pis para mayor trusses must be placed informaci6n. on vertical webs in line with the support. Lateral braces 2x4x12' length lapped over two trusses. INSTALLING - INSTALACION 1-7( Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Length Max. Bow Max. Bow Max. Bow Length f Length ► QTolerances for Out -of -Plumb. Tolerancias para Fuera-de-Plomada. o D/50max I Plumb bob D/50 D (ft.) 1/4" 1' 1/2" 2' 3/4" 3' 1" 4' Concrete Block 1-1/2" 6' 1-3/4" 7' 2" 1 >_ 8' Diagonal braces every 15 truss spaces (30' max.) Max. Truss Bow Length 3/4' 12.5' 7/8" 14.6' 1" 16.7' 1-1/8" 18.8' 1-1/4" 20.8' 13/8" 22.9' 1-1/2' 25.0' 1-3/4' 29.2' 2- Z 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not prcceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construct 6n hasta clue todos los arriostres esten colocados en forma agropiada y Segura. 0 Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas altuias recomendadas. Vea el res6men BCSI-64 Carga de Construcc4D para mayor informad6n. Do not overload small groups or single trusses. No sobrecargue pecluefios grupos o trusses individuales. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 34 tiles high I'7( Place loads over as many trusses as possible. IJ Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloclue las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary `iheet - Truss Damage. Jobsite Modifications and Installation Errors. Vea el resOmen BCSI-B5 Daiios de trusses. Modificaciones en la Obra y Errores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos clue este especificamente permitido en el dibujo del disefio del truss. QTrusses that have been ovedoaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses clue se han sobrecar3ado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent pary.. The methods and procedures outlined are Intended to ensure that the overall consbvdion techniques employe! will put floor and roof 7usses Into place SAFELY. These recommendations for handling, Installing and baring wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibllities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contactor. It Is not intenced that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectloNlnsallation Contactor or otherwise) for handling, Installing and badng wood trusses and it does not preclude the use of other equivalent mehods for badng and provIdIng stability for the walls and columns as may be determined by the truss ErectioNinstalladon Contactor. Thus, the Wood Truss council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or rellance on the recommendations and Information contained herein. I\I�f WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandia, VA 22314 608/274-4849 • www.woodt-uss.com 7031683-1010 • www.tpinst.org 81WARN11%17 20050501 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: 719 LUDS WAY Owner: Permit NO: 06-2041 APN: 030-250-054 OBERDORF, SHANE & REBEKA Issued Date: 10/20/2006 By TMP Permit type: RESIDENTIAL - ' 506 WOODWARD ST Subtype: FIRE SPRINKLERS ORLAND, CA 95928 Expiration Date: 10/20/2007 Description: FIRE SPRINKLERS (530) 865-3978 Occupancy: Zoning: Contractor Applicant: Square Footage: SQUYRES WILLIAM F JR SQUYRES WILLIAM F JR Building Garage Remdl/Addn P O BOX 3176 P O BOX 3176 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total FEE INFORMATION Fund 10 BLDG $109.98 Total Charged: $109.98 Fees Paid: $109.98 Balance Due: $0.00 Receipt No: 461036 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 SQUYRES WILLIAM F JR CSLB-275206 / / 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 fne 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 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 10/20/2006 penalty ($500]; Please check one of the following: Contractor's 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: I HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR E] 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. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Dale: (This section nee not be competed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/20/2006 Go mps alio visions o ctio 00 of abort Code, I shall forthwith comply with those O e s ignature Date Prov' ions. X10/20/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKER OMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte Count/, 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 by, 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 p reby acknowledge that issuance of this permit does not authorize the use o cy of alk, street, or subsidewalk. I hereby aulho a representatives of Butte ATTORNEY'S FEES. enta Cou y t am ' a o property for inspectionpJ10 oses. I reby certify that I am the Vtationed rop y o m d to aft on the pr pe ownerhelf. CONSTRUCTION LENDING AGENCY Sn C. �y 10/20/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for of Pe e [ GN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* CONTRACTOR Name -f e � Address Cit �l isle Zip Phone Fax E -mai Type Const. APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLI T S NATURE Fx For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: nVFI? Pr)P CI IRMITTAI RFnlIIRFMF_NTS PERMIT BP :. BIN # PROJECT LOCATION Q AP# Q 3� r_5'CD _ ®S 1 Property Adess ity la s s � 4 !`C) [A Cross Street LENDING AGENCY Name Address �pescription or Sco a of Work: fi m�,C. w�t 5 0 Wit... 0 c - Sq FT- LAng 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 IRE ceived by: Amount: 69, 9 Y Bldg I Receipt #: Date SRA Sheriff SMIP Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets.of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners 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 SITE PLAN REVIEW APPLICATION Date: �c� 0 06 dw�o Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: /0 n L S Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: �s Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition G ❑ New Industrial ❑ Industrial Addition Other Septic - Agricultural Exempt Building ❑ Other: ❑ Commercial Remodel ❑ Industrial Remodel ,,Well ❑ Agricultural. Buffer Form Zone: GP: tq le - DEVELOPMENT SERVICES INFORMATION (For Staff Use) ja Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved BY aYLA - dot& Date 1 2006 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: �"K - �d General Plan: r�. Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Q Side Street Rear i Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: n Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet, current Environmental Health Department requirements Subdivision Map%Parcel Man: Map Date of Recording: Lot: 3 �d Z Book: /d 5- Page: �f� 3. 2006 n-r."Z� 6 JUONN/ CNlAJTB G 4nN/Ncc¢Xn SRkMRTddn//eMW MM/LLEENNR/G4T 4S 6/COWNE1R of r✓B G4NnqAln As 7-RUS7E4F ZN06? /E6n CG TRu9T, R6C0?n6n,Ao I4,P Rurr6CC4wry RCCCRncos 9ER/AL NUHR64 /3C NERC9V CEQT/F✓ A/OT / OM T16 ONLV /YRDC" "NODE CCN66NT /d NCCBBJ4Ry7P /Nd1 CL6OR T/TCB TD 30/n G4"n ANn L CCNJENT TO TWE PRE/LCR4T/CNONn RBCOR/�4T/CN CF Jq/n M4P dB SUOAAUW T✓/w/ T✓6 CCGO?EO ROP/KR 'CAVES. / CFF6R FCR IKO/C4T/CN aNR n0 NBRB9Y nEn S rVA PCR PZ 41A1 USB FLtR BAfG/L/C AVRPOSBD,RMNTB CF w4Y4Nn 6486MENTJ FOR N/4TER ONES. 96WEP L/ 106 , SCRVI 6 PVOC ANn A/TCWCJ, Bas G/NBA ANn FCR EAE X CAL 4Nn TBL-1A.fW SBR✓7V kr&4 ER WOSR rA .0 JrL CICO 454'0. LPP6.PT4P AAKI 73/6'670 CYBR 4Nn ✓N/MQ TIA CAJrRiR9 of La"n'. a✓ SLID 1194PAAM) OEB /QN4TEn %+UBL/C urIG17/6A EABBM6NT - P- a.--. �. "d ",G/TD FCR L/ddr a"n 4/R CVBR II/CBB 679— CF LdNn LV/AA^ g6TIVECN We F&—r Al*lC 6MC41N08 OFLOTS ANO TWE L/NES 9NCWN CN "n", IMn 016/6NAr6n-SBTR4CK L/NBA-4Nn sTR/Ps CF "Nn TO REKEpr PR6B FROM 9411Gn/"6S. / L "o FCR nBn/L4T/CI!ONn n0 NER6R✓nrmeArE,14P PURL/C UBC F04 S/CUF/C PURPG'S66, R/OL/TB CFw4✓4Nn EASEMCNTJ FOR n?4/Nd06' p/PEAdNn MMW r6 TC66rNER W/TU ANVAMO A" 4PPURTBN4AKES'AP1WRTA/N/N6 7WERE7C OVER 4Vn UNRER 73/056 DTR/Pa CF L4Nn SNONN 04 .0410 HAP 4N0 /M8/SNOT6n-na'Al"AG6 EddEMB"T •. AN EASEM6,VT FOR /N6RESS, EGRESS, SUPPORT, AVO S7CRM ORA/N OVER, ACPCSS ANO 1/NOEQ ACC /N7ER/CR RCAOS AS SUOWAI NERCO// FCR USE RY AK PURL/L Ur/4t/T/69, LAW E"MWC6MEN7, F/PE PROTECT/ON, Wl .11 41J11 OTHER RELdTEO R/RL/C ANn CCU"rY AGENC/6S, TUE/' VEN/CLES ANO PBRS NNEL ANO TO ALL 107 OWNERS W/rN/N WS SURD/V/S/CN ANO "406 4PPV.?T6NAN7 70 SAIF LOrS. dCK�I/CkIL EOGEMELvT sr4rE OF ceL/TCRN/e CCVLIn�CF HUrT6 S.B. CN R6FCRE M6, S✓iU /OC.Pd/BN6n,q NCTdRV PUHGIC /N dNn FO 8A/n 9T4 re. RSCUdGl ydppEdREO PEPSCNLGGY KNCWN TOME 70 nE rNE f4f BONS WUG'SE NLME64RE3uBSCP/REO m HEREON ANn ACKNO"LEnero TO ME n/OT n/6YEIccuTEn TLE SAME /N W/S R/7f/OR?ED CAPAGTy ANO 7/0A7RY11/S SAfA147uRE ON 7706 /WWAfENT TLC ,ARSON OP ri 4(177rY UFON/S6N4LF OF WAWA' T,✓6 q.PSO.VILT6O,EXECL/rE0 TALY weRUMFJJT. W/7NES! HYAWD RID OFFVAL SEAL A1vt4i7' pri,c rpa Plaef. Of buslncs s- Bu/!c. CDuwly DK>i.fint_ 51/+hrrlOnd /NIwTL pR/Nr6M IJOT/.,cy G4tnrisc/A4/E/t�/earia✓1w7?s: /ry,f CW_j4. /99G on7. Ce7,nA. :. /9'48-ooylo9S 11114,?e dnit,A/Z6 nrsEME7t/T STITE D<ULIFCRNI4 � 5.9. ' CCUUTV CG RUTTB CN 9EGC?B ME, T...1f— /WeGjGVCll, A NOTd¢✓ Pu9LlC /N4Nn FOR Y/n 1TATE, PERSCNOCLV APpEa¢En PE?SONeL 4V eA1OWN 7O ME TO RE 711E OF r e WC CORPCRAT/ON Wrexccaren 744E S T4lFMCNr McW-VV CN gBUALF OF TUC CCRICROT/ON, UCRE/N N4MEn AU9ACY+bNLEnt9Cn 70ME TUAr sawc4enOR47•/ON 6KECUTEn TL/ESAME. N/rAICSS MV N4N0 NAME PR/NrInI Cl- ERlC Cr nic 804lep CF 3U/7452✓/SC,¢S CEGtT/F/C4TE JOY" 9. gGALKGCCK, CLERK OF wlr ROORn CFIUPERV/1ORS no NEREHy UEPERyCBRT/Fy A/4TCN /�-,7.5--i� T✓ER04R0 OFBU/KQ✓/SO.PS OF RUTT6 GOV"Ty C/7/C4LL✓AppROKO TUd dugn/V/!/CNMOp OF Hiaf. S'e r/n Esra+'rs 1}MDE JP6C/F/C 4/C✓T6 CFWLy4"n EABEME"Td fY'4 W4 L/"EB, dEWE4 L/NES, /AP4I"dG6 /'/PES 4NR MTCt/E6, GOB L/NES, 4"n FCR R//R69 FOPEGEG rR/CAL 4Nn TELEPHONE 464✓/CES W/T✓ QNV 4Ln OLL 4PpURTE"eAXEB 4FpE,PT4/N/NG T✓QR6TC C✓CQ 4"n UNnBq T✓OSB dTR/pJ CF LO"O B✓Ow Gx/ SO/n MOp ONn n65/s1J4TEn As'/wRL/C UT/L/7/E3 EAJ6MEUr-pN.6. ANn-nR41N466 6OJCMBNT-4Nn CFFEREn FCR oe—r/C�/ FCR 4p6C/FIC ams W6RBACCLPTEn LW REHOLF OF 73104E AGCNC/BD '-'On. iL - JOU" 8. RGICKLCCK CLERKCF T3/B gCeRO OF dUpER✓/OOR! HIGH SIERRA ESTATES 135 - -1-15- SU?VE//O? S STdTEMENT /, A7NdLn C.DPd VBd, UER6AV lTIT613/d7 /dHd G/Ce 1En L4Un sazV6VC¢ Ci,/L68TOT6 CF CAL/PCRNI47LAT TJE ANNBX6n MAp CF YISQ 91fRQq 4rr f9T COP¢EC7LV REPR6dENT1d 1u¢V6Y MAn6 uNnER MV JUP6R✓Is/CN /N 1L4TTU6 56/P/9W/4 rAWeONO COMPLET145 040—/rl/ rTUE MONUMBN>B SNCIUN 73/6PELW EK/DT4NO dP6 OF 73/B CU4R4C7BR 4Nn GYCUPy7L6 M3/r/CNS /Nn/GdTEn ANn ARE GUFF/C/ONT 70 EN4Rl6 THE DUR✓EV TO RE ?E7.74CEn. R6oUEsTEn RV On.i Mau rrt ON Aa3o VST /49, . CCUNTf/ SUl?VEY02S ST4TEMELt/T /,'MOLD n.Mrc&eOv, COUNTY suR✓CVC? CF r✓6 cCUNTyOFRuTr6 n0 N6RERys74rE rNAr / L/4Vl6KdM/NEn T✓E dNNEKEn F/NAL Amo GSA NIGH sIEPpA ES r4ns rU4T /r /J BURBTeNTIAGLVTa/E94NEdB ?dppCAREn CN 7L6 TEN7d T/✓E4'1dPCN F/LE,d.Vn dN✓OPPRC✓En 4LTEPdT70N77JEREOF, rwr AU pRO✓/J /C"D OF we JURn/✓/d/CN Mdp Aar OF TJ/EJTd TE O�L4L/FORK/4 dNndA/y LOCAL CRn/NANCE3 dpmi"ALE dT rNE T/ME CG4ppRCV4LCF54 /n 7ENrgr/VEM4p WdVE REEK CCMPL16O WIW4Nn /dM 04r/1F/EC ni4r TU6 MAP /S T6CN"/C44LV CORREC T. ROMAn• L OV �- \ -7--- VEYCR R. .E. 14/71 r REB. y. p 9/3//97 ,OECC?nE?S _ CE?i /F/Cd TE P6CCRnE0 /N TLE CFF/CE CF TLB KECCROER CFRUrTC CCUNrY, STA, OF UG/FCRN/d Arms RERU4s7 CF .FON O¢d ✓63!45311/RTES -✓/S /7dV CFOCSO 6 rJ dTCLCCK9- •M. /" ROOK Cf M,e/75- OT pNGES . s.—A, 411-'15-033 LINndC6 JG4 A5 $Uq0/✓/9/CNS �Q SS cORNry cicRK-REcc¢nER 9y' / W�V� ,tvN/yD•[S�DtfS CIVIL ENGINEERS LANG /fWr SUSYEYONS iI P.O. BOX 986 OROVILLE, CAL. 95965 • Ph (916) 534-9587 sF 9z-0/9 Rd5/S CFREd,P/A/GS T✓! AIQ/D C/96IR/wK0 /bA »•//i DIN✓/I /D �1. j0' " A/! fec/% Nu cKIC/Ne>[JrDTCM SC 6 d d .. �v r lird.ir 144o-11 /[IrJAI H r [DT<AL/QUEn RV TN[ nE/>ORTMBN>L'L W4TQ4 gfBC X69 AQTyBEN /I. LWD MONNM[NTD d9 � ' D//llyN TPR/d rD eNn TRP /4 YI T/A?N dH 054 �p Ne4'rN TO'SO•']/^BIQT eD IY'' � � n/RTO✓CBS 9✓O.Y/4/ dOd DR/q MUL//PGV RVOrli-pit, G• /.l LY1044 T TC CRTO/A/ !,'RC N7. - -- aM j ' cor /4 0l t C,/ • = 1—T A I 1^ /O.OP 405, n e I /iI QIVR 9]-Sli/C 4Y JR)'OS'1D"y - as fe.cc•�•• �LCTJ Lr 8e ' �p Q NYC'lO'SI'B/II Nl./R'w/I !c' 1\l/ QBCT/CN [L' nc".P/1✓%Ru6. I 4. Ir, wYalt/nR S,C=. ` 1 NOn/er. C4 QBT. /Rl FNn. JI /0C24CS, 2 n /,w; ✓/.f.C./Il �1. j0' L 4=Lr6vr . .. �v r lird.ir 144o-11 /[IrJAI H r _i a /7s'/./! wRer.i iT'R/Q-sr l~I LCT 2 'e Q v tQ� w. rJ'rR•-rv- IY'' � � G• -AA � — Nwr r/• ]•</rl /roe.>•. j ' cor /4 0l t C,/ • = 1—T A I 1^ /O.OP 405, n e I C ns .•-.. i I ` • JI /0C24CS, 2 LOT /3 Nwr B/'tr!/M . C w+ Al y LOT 5 _ o .ec�cs/.el• /O./TOGO. y2 wr1.•=='[_� __-�R.�*Y r'6 //I>•r/'Tf'!/Ml/CN.e r Y, h _ C. ___4w.r/]Jt- -i —wA <•ro.Pr .P/./..__[,_.....n LOT L ."� 8 to 8 3 1.7l+ARKV �•�•� I y_ N 1 h r s••si.r 41't � of Lorlo % 19J3 :i p i`fR /N>.Iti.YI nr r S r U>.I✓ _' ( s i /C.334C3. 10.31409. 10.33AC3. p' torr E � /0J5ACS. �� r u'Ie4 r i G m •"••• N/tmC=GJ,rD Lar _q .s A � t.D.e. i� 1 I l /esr.J 9Y , � [. A <CR 6R�—�1 / . OCS.M'/M - i SBCT/CN PO /S/'r. /T1 r4lO.T0•([Y - E. Y• CCR.VfiR N fO ,WrL/ARq N7 OR OR so DBT 1� iNn W'ArAdR 1 �- -N,1>•-917•C>'E caccuc4r[n Av D/NDCE NC TOQ IV&Iml RR \C ?�9!/ sT )` NR9'94'44'E N1/F11 BTQ B.9R' 1 s.w rov. s<fT/L•✓tc Z9 za 305-7,6 -Oo /?19 Y DCdt6 /%DCC' LOCdT/O/lI M4 — LE6ENn ° o-E4LcULATEn rewren LY, A/CT/ wa JET • -SET WAWR4e T4LGEn C.S. 4085 �'-FCUNn AS A/CM? 0 -14 [CRNER AS A/OTEn D -BELT/CA/COBA/E?AS MOT6/1 fC 1-C4LL!/L4TEn 11"1_l",WSueE0 . Rlja MdP 004007 C4 -SS lad -/20 M// '41110.0. 100 HIGH SIERRA ESTATES 8E/1,/6 d AMMONOFTA/E SObi 1L13f? OF T/JE soarElEdST Y4 CFSECTIC/t/ 17d1.1!)d MR710A1 OF i L/E /L(CQTt /EAST CFSECT/ON ZO, dLL /A/ 70k/MSA&P19A/ORN, Pd A_'6 3E457, M.AM. Al TIL/E 41AP/tIWRIV/P47E1J .44Ed OF RUTTE COUA1 v cduFOQn114. Qw!/ 5✓EBT P Cl J Bu66 rd on ■`�Y� CIVIL ' ENGINEERS p /AND & USSOC1QrCS SURVEYORS- P.O. BOX 986 OROVILLE, CAG. 95965 Ph. (916) 534-9587 a92-0"? V�6g* C,e f 4 C ftUtli., 1998 - oo qjo 9S 11/17-/98 C 4 h E NC WAreR NELL 041'.99 LCCAren wm+/u /Gr eF n/6 us rRGc SewA06 nnoc54L 4Re4 Cu AN✓ PWR 64. I.) NO JTRLC7UR6S, /JUMP/NG, I"""4 UR/4L, OR eXCA✓4T/C,U JW4L4 R6 ALLOWeD /.V TNG AKJ msmz94AK6 S6rR4CK. .t) n94/AI4C6 ' OM 4"ag, ORMSAVA YS, ANn 41A1n A/r/AL 4RCA5 JUAa NOT ne CL CeA rR r6QANn AN✓ ✓4,4ALaL /t1LY CR —,ANOe r/✓ T 24,09 4 ✓GRN4L /SCG. As 4)4UTOMATK i/R4, JdPPRfJJ/OA/JPRINKL4,R SYfT4,MJ JWOLL /NS'U" —ALL N6W RBS/n4,Nr/44 JTRLKTVR" wACLORIAJA.te V" n/e N FIRr PRCT6CT/CN ASSOCIAr/CN STANOARA 'CA' "le /NSTALL.RTlCN OF JP9INKLeR JYST6MS /N CNB 4U0 TWO AOH/LV OWfGL/NOS a,A ATR4/LC fRTA•ES., N. F. P 4. JT4Un4RO /J 0, 41NG65S O PRecsUR/:en w4reR JVJrfH WIrAl ilAW drORW&S /J INJr4L6en. ICSJ J.rCJen ARf/J 496 SC% AM /ZMCPAf N ZCMTS PCR URRCW/A/O CwL i/A9mT ANn M4Y CR .4,G✓AAOr CONr4/AJ VERN4L IL S. OJ CROSS WATCNen AR64S ""V4,RNAL. P=`2" APPROYIM:OTe /N S/)f 4N4 LOCAT/ON, A"rN/W TNC n6V6LCPARL6 AREA. T) ALL APEAS NOr INCWU O /N 7V6 VSRNAL POOL Ser9ACM U.u6i, W',qV Ln/AAS S6rga k LIN6S, RCOnw4YS, ANn 464CAI "CS W6LL AQU AS /N MOM 1 ARE JU/rARLe FCR 4=1C LEACW UN'S. R.) /AS✓eLepAwA CF rome A AceLS A -we Re JUAu6Cr rO PAYN6Nr N /LUTre mare FIRe / RrgeNr wAreR rfNO" Fe4,S. 1,35- �'7 JCALE I -•SOC. 14"".AY O//J An0/T/nv MAP SU66TS Ajzv, nnlr�ONA(nvFc9MArroA/, /9 I RLT INAL'RoM L -c PVR/'/a ONLY, /XSL'R re WNOIT/ONS de Of rlrO —TcR/L/A/G AAA /9.troT /NT6.tNFA TC dFF6CT RSCCRO T/ G6 INT6R6ST. HIGH SIERRA ESTATES RE/Ac/G4 1CR7/aV4,rWESOUTa4 CF WE 506711E457 Y CFSECT/ON /7,4 J0,4 /7OQ770N OF7-1JEAc/OIP72/E457'%4OFSECT/OAIW 44L /N TOWA4sA/ivi9Al,gZ 7l,,e41t/GE 3 Eosr, Al./). M. /N T11C 41A1/Ic/COPPOP4M9 44W4 OF RUTTE COUNTV CDL/FC.PAv/4. 9 ��M SPO I " K r w Q- - a zS s� a- 5 5 _y t � � n� 0 m J \� 7 ro ?� a ��M SPO I ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico; CA 95927. Date: 08-17-2006 File: C:\RESDEN44\OBERDORF-RES JOB : Residential 2 heads flowing SOURCE I STATIC & 50 () n 4 si 1%r101UU.1Ajj : 40-0 Psi FLOW 35 Gpm DESIGN SPRINKLER MANUF : Reliable MODEL RFC 43 SPRINKLER Q : 13.0 Gpm VALVE .0 Psi SPRINKLER P 9.1 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 10.0 4.3 9.2 13.0 2 10.0 4.3 10.6 14.0 3 10.0 18.2 4 10.0 22.7 5 10.0 23.7 6 3.0 29.6 5.0 DOME 7 1.0 SOURCE 32.6 32.0 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft 0 MIN SPRINKLER FLOW 13 Gpm r sr COMPUTED DENSITY , In REQUIRED DENSITY .051 Gpm/Sq Ft .051 Gpm/Sq Ft TOTAL SPRINKLER FLOW 27.0 Gpm TOTAL DOMESTIC FLOW 5 Gpm TOTAL WATER REQUIRED 32.0 Gpm TOTAL SPRINKLER PRESS 32.6 Psi WATER METER LOSS .0 Psi VALVE FIXED LOSS .0 Psi Copyright(2004) SUPPLY PRESS AVAILABLE 41.5 Psi by DEMAND PRESS REQUIRED 32.6 Psi Hydronics Engineering PRESSURE CUSHION 8.9 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 14.1 FIS (800) 845-9819 BoLJeTTE C�OUUTY BULDXIN43 DIVISION A F� ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 08-17-2006 File: C:\RESDEN44\OBERDORF.RES JOB : Residential 2 heads flowing PIPE BEG NO, FLOW K -FACTOR LENGTH C -FACTOR PRESSURE END Gpm FITTING TYPE FTG FR- LOSS Psi ------------------ DIAMETER TOTAL (Psi/Ft) 1 q= Q= 13.0 13.0 K= 4.3 L= 8.0 --Pt---9.2 Pt -9.2 Vel= 6.8 F= LR D= .884 F= TL= 8.0 16.0 C= 150 Pe .0 Pv -.3 2 .0895 Pf 1.4 Pn 8.8 Pt 10.6 2 2 q= Q= 14.0 27.0 K= 4.3 L= 14.0-- Pt ---- 10.6 Pt 10.6 Vel= 14.1 F= LR D= .884 F= TL= 8.0 22.0 C= 150 Pe .0 Pv -1.3 3 .3454 Pf 7.6 Pn 9.2 -------------- ------------------------------------------------ ---------- 18.2 3 3 q= Q= .0 27.0 K- 0 F= 3RB L= 30.5 ----------- Pt __ Pt - 1$.2 Vel= 9.0 D= 1.109 F= TL= 8.0 38,5 C= 150 Pe •0 Pv .5 4 .1145 Pf 4.4 Pn 17.7 -------- ------------------ Pt 22.7 4 4 q= Q= .0 27,0 K= .0 F= L L= 2.0 Pt 22.7 ----- Pt 22.7 Vel= 9.0 D= 1.109 F= TL= 7.0 9.0 C= 150 Pe .0 Pv -.5 5 .1145 Pf 1.0 Pn 22.1 Pt 23.7 5q= 5 Q= .0 27.0 K= .0 F= 4RSL L= F= 7.0 Pt 23.7 Pt 23.7 Vel= 9.0 D= 1.109 TL= 18.0 25.0 C= 150 Pe 3.0 Pv -.5 6 .1145 Pf 2.9 Pn 23.2 ----------- ---------_-- ---------------------------------- Pt . 6 6 6 q= Q= 5.0 32.0 DOME F= L= 80.0 Pt --- 29.6 Pt 29.6 Vel= 5.1 F= D= 1.602 TL= .0 80.0 C= 150 Pe .9 Pv -.2 7 .0261 Pf 2.1 Pn 29.4 Pt 32.6 --------------------------------------------------------------------------- _---- ____ Meter = .0 7 ------ --------Q---32.0 <<< ------_---- ---------- SOURCE >>> Pt --32.6 -------- - E=>45-E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVIv 111 L/1\V LV1 L.•+✓. L\L r,J 11J 1L LV11t1.Li L 11\1J aJ11\1 LVL\L LL\ 111 L11./.iVLl\.. ..1 -'1 [... i a o ENGINEERS : William F. Squyres,.Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 08-17-2006 FILE C:\RESDEN44\OBERDORF.RES JOB : Residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 r 1 1 1 1- Is 60 50 40 30 20 10 0 10 15 20 25 �—� Supply Curve Static : 50.0 Resid . 40.0 Flow : 35.0 rJ V LJ L'l l 1 1 S iL . 30 35 40 45 50 FLOW - Gpm 0 Demand Curve Avl Pr 41.5 @ 32 Req Pr : 32.6 @ 32 Pr Cush: 8.9 Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. Read Carefully! Installation Instructions General Instructions 1. Do not pull on the deflector when moving Model RFC43 Sprinklers from the shipping carton. 2. Install sprinklers after ceiling is in place. 3. Never apply paint or any other coating to sprinkler or concealed sprinkler cover plate. 4. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 5. Use a Model RFC Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling is 2%,6". Ceiling hole diameter is 2%". 6. Final adjustment of each cover is made by hand turning the cover plate in the clockwise direction until it is tight against the ceiling. Approval Organizations Underwriters Laboratories Inc. ULI Listing Category: Residential Automatic Sprinklers ULI Guide Number: VKKW The Model RFC43 is a UL Listed Residential Sprinkler and is intended for use in accordance with NFPA13 Paragraph 4-3.6 in residential portions of any occupancy, in one and two family dwellings and mobile homes, (NFPA-13D), and residential occupancies up to four stories in height (NFPA-13R). The letters "RFC43," temperature, K factor, and year are stamped on the deflector. Cover plate: 135°F (57°C) Sprinkler Temp. Rating: 165°F (74°C) Max. Pressure: 175 psig Max. Ceiling Temp.: 100°F (38°C) When in doubt as to ceiling temperature, measure with an accurate thermometer. Technical Data Nominal K Sprinkler Maximum Orifice Size Factor Spacing Distance to In. (mm) (ft) Wall (ft.) %2"(15) 4.3 12x12 6 112'(15) 4.3 14x14 7 /z"(15) 4.3 16x16 8 Y2"(15) 4.3 18x18 9 /2" (15) 4.3 20 x 20 10 Model RFC43 Flat Concealed Residential Sprinkler (SIN RA0612) Installation The Model RFC43 is to be installed in ceilings with a plenum space above, that does not have a positive pressure. In addition, inspect all sprinklers after installation to ensure that both the gap between the cover plate and ceiling and the (4) slots in the cup are open and free of any air flow impediment. After a 2 % inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY, MODEL RFC43 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Model FC Wrench • Care must be taken to prevent grasping the deflector or pulling it downwards. Wrench should be fully inserted into sprinkler/cup assembly so that it fits over the entire hexagonal body of the frame, bottoming the wrench onto the cup. When inserting or removing a wrench from a sprinkler/cup assembly, care should be taken to prevent damaging the operating parts of deflector. The sprinkler should only be tightened while the wrench is bottomed out in the cup, engaging the full length of the hexagonal body. Minimum Required Sprinkler Discharge Minimum Distance Flow Press. between Sprinkler (ft ) 12 7.8 8 13 9.1 8 13 9.1 8 18 17.5 8 21 23.8 8 Figure 1 The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -141 FOR SMALL PIPE -- - The Symbol of Protection US Patent No. 6,471,255 Stock No. 1113555 1113600 W/TSK Service Use: Automatic Sprinkler One or two family dwelling NFPA-13 Residential occupancy up to four stories NFPA-13D National Fire Alarm Code NFPA-I3R -_- N FPA -72 The Model VSR-SFG is a vane type waterflow switch foruse on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use 1 ", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 8-10 gallons per minute (30-38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices maybe mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of tile pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the 1" male fitting from the VSR-SFG. Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (NOTE: The I" male fitting must bottom out on the stop of the TEE for proper . — .F VANE TYPE WATERFLOW ALARM SWITCH --WITH RETARD AN1n rr trr>c - "-�—ire v1�I1V1V CUL, UL and CSFM Listed, CE Marked NYME Service Pressure: Up to 175 PSI (12,07 BAR) `ACCEPTED Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper Switch Terminations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and IPEX (Scepter). Fits pipe sizes - 1 ", 1-1/4", 1-1/2" and 2" Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • For NEMA 4/tP55 rated enclosure - use with appropriate conduit fitting and/or plugs. • Temperature range: 40° F to 120° F (4,5° C to 49° C) Caution: This device is not intended for applications in explosive envi- ronments. operation of the VSR-SFG. See Fig, I.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the I" male fitting. Select the Proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the o -ring is properly Positioned in its groove. Iland tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. CAUTION: Do not over -tighten the union nut, hand tighten only! The vane must not tub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTTONAND TESTING: Check the operation ofthe unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SFG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • wwwpottersignal.com PRINTED IN USA MKT. 48800009 - REV P MFG. #5401062 - 11/05 PAGE 1 0F,2 INSTALLATION AND MAINTENANCE INSTRUCTIONS SSM and SSV SELL Series Specifications SSM Series: Voltage: Operating Voltage Limit: Maximum Current: Operating Temperature: SSV Series: Voltage: Operating Voltage Limit: Maximum Current: Operating Temperature: 24 VDC SSM SSM24-6 SSM24-8 SSM24-10 120 VAC SSV SSV120-6 SSV120-8 SSV120-10 P = Polarized S = Suppressed (6", 24 VDC, P, S) (8", 24 VDC, P, S) (10", 24 VDC, P, S) (6", 120 VAC) (8", 120 VAC) (10", 120 VAC) Regulated 24 VDC 16 - 33 VDC DC - 31.1mA/FWR - 53.5mA -31° to 150°F (-350 to +66°C) Regulated 120 VAC 96 - 132 VAC 53mA -310 to 150°F (-35° to +66°C) UL Reverberant Room Sound Output per UL 464 (d BA) 82 80 81 85 82 82 Important Please Read Carefully and Save This instruction manual contains important information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy of it with the user. System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells in the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. ®CAUTION Do not use in potentially explosive atmospheres. Do not leave any unused wires exposed. D770-11-00 3825 Ohio Avenue, St. Charles, Illinois 60174 1-800-SENSOR2, 11 -AX: 630-377-6495 www.sYstemsensor.com NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. General Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits of UL listed fire alarm control panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells require 120 VAC. 156-0674-008R 36 FIG. 23 HANGER FOR C. P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP Tvpr IlErOT CIMM INCORPORATED CORONA, CA - (BOB) 737.6588 Size Range - 3/4" thru 2" C. P. V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt. spec. Function- The Fig. 23 and Fig. 24 are intended to perforin as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13,13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT -J- C A its- I protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C, pipe size. Patents Pending *-Hardened hex head self threading screw is furnished with the product and is the rninimum fastener size acceptable. A_.- --... - -- --- - — -- - ----- _ __ C.P.V.C. t3 C MAX. HANGER FASTENER APPROX. PIPE SIZE - FIG. 23 FIG. 24 FIG. 23 FIG. 24 FIG. 23 FIC, 24 SPACING I1EX I1EAD 3 4 3-1/8 2.5 1-9/16 1 5/32 1 3/16 1 3/16 5-1/2 WEIGHT - F1 — - � SIZE PER 100 z K �/17t 16 �/`' 5/16 9 1-1 4 / 5 1Cx`3/16 �a 4 316 3 2 3 32 1/1-3/167`W,,s", " �, y 1 2 1 3/16 1 3/16 6 1/2 5 16 !�i`3.'/Fs x;7'/32 "s ��y /- 11 2 REVISED 3/94 2-7/16- 1 27/32 1 3/16 - 1 3/16-- 85 16 'r, --15 T�,lili II ffmm W/A k I.� It Ir�—___. _. APPLICATIONS Specifically designed for the following uses: • Water circulation Booster service Liquid transfer • Sppaying systems • Jockey pump service • General purpose pumping SPEGIRCATIONS Pump. • Capacities: to 50 GPM. Pressures: to 94 PSI (217 feet). • Pipe connections: 1 %a" suction 1• discharge. • Temperatures: to 180°F (82"C) max. • Maximum working pressure; 125 PSI. • Rotation: right hand, ie; clockwise when viewed from motor end. III11III I I'llI I IN' Motor • NEMA standard V4 — 2 IIP, 115/230 V, 60 Hz. • Single phase. • 3500 RPM. • Built-in overload with automatic reset. • Capacitor type. Stainless steel shaft. FEATURES Multi -stage Design: Provides steady, quiet and vibration -free operation for years of trouble-free service, Impellers: 20% glass - filled thermoplastic precision molded for high efficiencies. Compact Design. Close- ccupled; space saving' design provides easy installation. Flexible coupling and bedp!ate not requited. Mounting: Can be mounted in Vertical or horizontal position. ;t DDI jf; s HSC Stainless Stool Pump Shalt: Hex design provides positive drive for impellers and eliminates clearance adjustments, Corrosion nesistarlt: .Stainless steel wear rings and coverpiatag. Elsctro- coated paint process applied inside and out and then baked on. 0 -rings: Throughout for positive sealing. Easy to Service: Can be taken apail for service by removing four bolts. Motor: Glose coupled design. Ball bearings carry all radial/axial thrust loads. Desidneflor continuous operation. Ali ratings are within working limits of the .motor. _ lip t4odet $life% die 1 11=17 2 1 rISCtO 2 'i:•i NSC15 2 •+ 2 HSC20 3 3 4 I 2 7 ii 5 6 9 COMPONENTS item tio. Description t. Mechanical seal 2 corrosion resistant impellers _ 3 Rugged cast iron construction s Eleciro-coat paint 5 ~ Stainless steel htx shaft 6 stdinlcss steel wear rings 7 Stainless steel cover plates $ 0 -ring seals 9 Impeller boll and V,asher EYfaHM. Juna• 199d r I� �illll�li:; multi -Stagg Centrifugal Pump IIIII �(')].; HSC DIMENSIONS AND WE11111TS Model IIP IongUl w111n1 Ilclpftl Wt. (lug.) (1 it ilSlab 1'V- 11�1;'LIl 2 10 U 0 75 (Ail 111121411 ono; ate 111111c I1e5 d111i welohl ill ib', UU 110 USC I01 L1121Jl11ll 11011 11111OWW!i PERFUN14ANCE CURVE METEHS FEET 240 ------ . ........-- lU NI' 'll„ MUUEI HSI; 22Q,—.__ _— — _.._. — .._.._ _._._ SIZE'/, --'Z Ill, RPM 35011 I1S( 2t1 60 1 if U . - ---- ---- -- --- - -I - - ._ a 4 50 - 1H0 w Z IIS( <.� 140 HS( 10 'e a 40 1r0 � = 1 I s• O li$( 117 10 CONVII FEEI J nF WAI17S T(YPSI 30 100 DIVIDE FEET 0Y 2.:1 1 I OU / 20 60 ....._._. SIU - 10 20 0 U 10 20 au 40 SO GO /U GPM 2 4 6 fl 10 1:? 14 16 ml/hr CAPAC11Y 101WA Uk I Lt.) M11111UILu 1111!)11v (ItLL.a (--AWA tIEW Ot,1M limo SPr Cu'ICATIONS Alit: yVu.1t:CT TU C11A1+GU VYITI100 f NU!ICC 1'HW It ) Irl U n t•I) �• O.W. Y`l r:_ 4"r•atai'. i.., _ 1000ow0 Y. 'y. 3 006 5000 500V.. _ 'J� _ J - I`i'i .^- ✓ . _ - -YS • lC "y �,.i�� Sl' r.- IIS' - { - GALLON FILL BO71 OM TOP WATER WEIGHT TANK CAPACITY DIAMETER HEIGHT OPENING FITTMG FITTING PART NO. BLACK AVAILABILITY ,1 nt� 305 46" 4a., 16" �„ 11/_„ 40702 E, F, H, L 550 67 1000 64" 42" 16'. 79" 16" 11,x„ 1100 87 5" 16„ �„ 1;,z„ 1550 87' 6 2500 95" 3000 95" 89" 16" 2" 11/2,. 107" 16" 2" 11/2" 10703 E, F,H,L 40892 E 0-04 E, F, H, L 40627 E, F, H, L- 40631 E, 1., H, L 40635 E, F, H, L 5000 141' 8/' 16" �„ 11/�„ 40943 L 5000 102" 152" 16" 2" 11/2 40641 E, F, H, L Tank: Availability Ker: E=Shai%-aee, OK TooeV:e, T- 1 H=Washougal, WAL=Ha uozd, CA ' NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. g. Heads to be Reliable RFC 43 Flows based on a 16'X16' grid partern. (see attached calcs. And spec. sheets) 9. All pipes to be 1" diameter unless iotherwise noted. 10. All ceilings are flat and 9'0" in h6ght, unless otherwise noted 11. "Tolco" pipe hanger spacing per aVached manufacturers spec, sheet. a) The maximum from hanger to tlhe end of line on 3/a" CPVC pipe is 9" b) The maximum from hanger to t]he end of line on 1" CPVC pipe is 12" c) The maximum distance betweem hangers on 1" CPVC pipe is 6'- 0" d) The maximum distance betweem hangers on 3/4" CPVC pipe is 5'- 6" 12. Total heads required = 13 13. Future Additions of heat sources, ]like gas or wood burning stoves, should be installed according to N.F.P.A. 11D residential sprinkler installation guide. VNIR7 .b"1" NO. 9SSA- '� 0 U Cd a+ r-+ Oz 7 At Q OAAWN CHECKED DATE �1`6-06 I,SCALE 1ti :::� 1 JOBBNO. Iz��77- k. oC-IF SHEET OF ` SHEETS