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047-750-088
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52721 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/23/2006 APN: 047-750-088-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: Site Address: 4235 KIWI LANE CHI Date: Contractor: Map Index: Description: NSF(2765)GAR(495)COV(428) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: KUNSEMI LLER, LINDA to its issuance, also requires the applicant for such permit to file a 1315 NEAL DOW AVE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO CA 7000) of Division 3 of the Business and Professions Code) or that he or 95926 she is exempt therefrom and the basis for the alleged exemption. Any 891-0587 violation of Section 7031.5 by any applicant for a permit subjects the (530) applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: KUNSEMILLER, LINDA owner of property who builds or improves thereon, and who does 1315 NEAL DOW AVE such work himself or herself or through his or her own employees, CHICO CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95926 year of completion, the owner -builder will have the burden of (530 ) 891-0587 proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3of3he Busin ss nd Prof6s Eons %Code Date+ Own r _� License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: WARNER, LARRY required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Total Square Ft: 3688 S.F. - Policy #: Valuation: $198,453.00 1 certify that in the performance of the work for which this permit.is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applican . WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Ir L 21 CONSTRUCTION LENDING AGENCY This permit is hereby ised under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the for this is issued 3097 Civ.) Resolutions to wo indicated above for which fees have been paid. performance of the work which permit (Sec By: Date: D . g3 -oL Name: PERMIT EXPIRES O(� Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the Awner. I ag a to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of official form or docu ent of Sutte Coun . 1 hereby authorize representatives of Butte County to en r upon the above mentioned property for inspection pur os . Print Name: A 1[7 r LL/i��JC «L�/`— Signature: Date: Q..;Z o- c 'Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 I81_�B?6t_:1. 3Z 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 TWILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds \ `\►' J *.;.PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER Name Z Last Name . na L First Name City G Stat Zi Phone City , E-mail St q� Zipe (1 Phon Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name Z A -5 Address r% Qom/ City G Stat Zi Phone Fax E-mail Lic. No98 9 -7 Classy ARCHITECT/ENGINEER Name WA Address 3 `to i c Y7-�l AVE Flood Zone City Itt do Stag Z a Phone d"t Fax E-mail State License Number M,' �M ,- W.17Pual For office use only: APPLICANT NAME Name Flood Zone Address SRA City No Stat Zip Phone / D Fax E-mail Planner I Date Approved: M,' �M ,- W.17Pual For office use only: Zoning P perty A dr e s__ W( LArW, Flood Zone Cross Street SRA Ye No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner I Date Approved: PERMIT 05 -Z r12- BIN # -l2 LOCATION APb w d P perty A dr e s__ W( LArW, ICo Cross Street WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: T Sq. Footag S ❑ Structure Built wfthout 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. Ia order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must'be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and otheeadanartmeyA cogonremnt `lag �� SZ Receive Amount: Bldg Q �RA Receipt #9.3 nntP•9-30-05 Sheriff nn SMIP 1 ^ �.59her 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A, YMetal 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. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑. 7. Workers Compensation Carrier and Policy ;Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of AgricufturaI Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 peri -nits 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. 1, OVER FOR BUILDING PERMIT APPLICATION -29Z.1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDIN DIVISfON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: all -la Kur266MI11w ASSESSOR PARCEL NUMBER Proposed Building Use: NSC Permit Technician: /! Date: "/ 36 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 10 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. �7 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form f 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Re ini ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) anitation and site plan approval from the Environmental Health Department in W� ico ❑ Oroville, as applicable �j I — 6. Fire Sprinklers............................................................................................ .bl 47. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry plan rova&eaid. Sent by: U i 24. Planning approval for (A) Use: B)Parking: (C) Parcel Check:... o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ t 6. NPDES Form............................................................................................... . ncroachment Permiit for driveway from the Public Works Dept ........................... � . Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 3 Letter of Signature authorization.................................................................... & 2. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ Existing violations and/or expired permits......................................................... ❑" 34. Deed Restriction.......................................................................................... ❑ ❑ Legal description, ❑ M.H. Title, title search, registration o MCO ......................... 36. Other: yqi',rT �4,�P/c� 'ar L! rr L"" -dee= ❑ Other: When issued Telephone —( (d and hold for pickup. I have been i fofined of the above it and require ents fo obtaining a building permit. Applicant: Date: 1. Index permit application for the above it ' s numbered: % Plan Check Letter 2. Additional items requir, Contractor, designer as advised of the above data by ,Phone, ❑ mail, ❑ counter, b Date: 111.,3 Contractor, designe , , was advised of the above data by 11 mail, ❑ counter, b Date:. 1 Contractor, design wn was advised of the above data by hon , mail, ❑ counter, b Date. Plans reviewed by. J 0, Date: Plans approved by: r Date. Is Structural reviewed by: Date: •O S oS Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Rot Ran Attachod Floor Ran Attached f Sana to B.D. /o-7,0 pcc �rmv�K GIKa,q 1ZVAjemj1Iey— Lot ZK 161wi L 0 L 7-�D-On Owner Location AP# Plan Approved for: Sewage Disposal X_ Nater Supply: Public Private Well k Clearance for X dwelling. Other 3 be-aroo P" 4wc.114�1!5 Hold final for: Final clearance O.K. for: NOTE: viron 8/96 HealtP( Specialist �b 4 L &*/3 /b - 7Z— 6,T— Date j` Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER �/1lY) ;(� J17 5e/! Arr A.P. # PROPROSED BUILDING USE &SF DATE �' c RECEIPT # DATE EC. 1. BUILDING PERMIT FEES � r7 --- Balance Due ..................... $ 2 `i O 17 --- FEMA Flood elevation review.. --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (b 1(Li'I (paid at Sch of Distri Office) (fo available afte Plan heck) inn C%t Ia 3. SHERD FF FEES (paid at Buildink Division) Cv , Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... Sq.Ftg. RECREATION DISTRICT FEES/�— (paid at Regreat!op District Office) (form available after Plan Ch ck) 5. RESI NTIAL EVELOPMENT IMPACT COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ X $0.03 = $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning�p�' I $ 7 D. G( 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) ��= 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) . SMIP 9. OTHER 10. OTHER 11. OTHER At time of permit appl?7, n, I was advised t above fe are equired to be paid prior to issuance of the permit. These fees may be changed d i plan chec 'ng ocess. APPLICAN DATE Y�30� Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, , 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) `\Nzo Department of Public Works %f B i.1 t t e o C o u n t y o LAND DEVELOPMENT DIVISION ). -Michael Crump, Director S,ormWaterManagenentProeram /0J 1 7 County Center Drive f / Oroville. CA 95965 (530) 538-7266 A112L1� �5 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS 7"HAI`d ACRE Project Description: Parcel Number:o0 Project Location and/or ?a r By signing below, I, the project owner/owner's agent, certify that this projectWILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit contain from the State of California Regional Water Quali en comy- Control bined with ubseq nt phases ed projects t otal more multiple site build -outs of less than one acre but wh I require a Construction Storm Water Permit from the State of than one acre of disturbed soil wil California Regional Water Quality Control Board - am aware that submitting false andlor inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality ControlBo d f r aorothert. that disturbs one acre or more of land may result in revocatLo grading and/or otherp sanctions provided by Ipm`l Signed: Title: Date: Butte County Departmei2t o.fDevelopinent Services °d1111 /, 0 7 County Center Drive ' Oroville, CA 95965 °° ° (530) 538-7601 Telephone CI (530) 538-7785 Facsimile oUNT BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: 9 I need to submit applications for septic andlor well to Butte County Environmental Health immediately. 0 I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for"disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to_ all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: 2 In 4 APN: %o77 Building site address: �5 ! GU/ Permit No.: O5� 2- 17z 4 d-0 %%r% I have read, understood and accept the terms and conditions as expressed herein sub mrs of the above-referenc ermit application and my signature below of r uildin p IGNATURE OF DATE as indicated by my CDF FIRE SAFE REQUIREMENTS AP# 047-750-088 PERMIT # 05-2721 NAME: Kunsemiller Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [XJ Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates'must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C F Is E Q u Setback for Structure Defensible Soace C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for T in these standards, annual maintenance must be provided for by the landowner. r [X] 1 . All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by she development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves E [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: Q ❑ Metal or no doors on side toward property line with insufficient setback T T ❑ Interior automatic sprinkler system per NFPA 13D v ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback T ❑ Siding from the following list: 1 o Stucco — 3 coat o Har -di -Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E N 10/12/2005 Darren Read Date Signature j ,1 SITE PLAN REVIEW APPLICATION Date: OC —(Qr AP# cq7'750—OW Permit Number (if applicable)%d-7 )( Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Parcel Size: (3<S �yee-c-ome �� i --0tev Proposed Use: 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 ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE ❑ Commercial Remodel. ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use [Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval E?'Site Plan Stamped Approved By Date &'OG%O/ 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ .Verify residence can be built per contract ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • 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 (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O r Side Side Street Rear Si Height Waterway I N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By . 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 Map: Map Date of Recording: Lot: Book: Page: 3 `*0i10i05 08:11 DRS. #,-PH AL 8 EDDLEMON 4 5303455348 NO.711 004 PLAN REVIEW RESPONSE FORM In order to txpedite the review of your plans, please complete the following infornanon and return this form with yow rt -submittal. I this form is not complete, as to all correction items, we will not be able to aocept your resubmittal for review. There mist be a valk r-Vouse to every item regaestcd in our plea correction letter. Ty ,others" is not considered- a valid response. Please indicate yow response to each item and the locatim where the information can be tbund on the plans/calcs. ATTAr H TERMS FtIRM TO A MCFY nF Y011Ct OLAN REVIEW LETTER ANn RFTIIRNI Wr m RFVTCFn Alin ncrrTUAi m AuL- OWNERS NAME DATE: RESPONSE BY: j S H -r4 2- ASSESSORS PARCEL NUMBER PERMIT NUMBER o SS os - 2-7 2..J IKtJrunaG run rLAm f.;nruR Lt 1 I tK vA 1 tv; I L x S S'1 oW C A, AC 4T-e� CALC S 0 5 PLAN CHECK OEM 0 /Fre RESPONSE BY: j S H -r4 2- &,v clic COMMENTS: �� rte. /Yl ST 3 S c -A . e�)F-40 Ov e—b U.�l.� L S tel- +�� V l t�� v o1271NG Cfarl-C.S PLAN CH=K MMM 0 RESPONSE BY: LOCATION ON PLANSlCALCS: IPIF774i e- a/8 23--9 COMMENTS: %l L1�S 1c ✓� f��T�F!NO/G,A?7�_ 43 S'S (V— • 'T %%• -44 SO Gl L 0dT CtZ>tOCl2 5PA4 OA-) goo PA-Pav� S itr �- 4-r— Eocd E:51 October 5, 2005 Linda Kunsemiller 1315 Neal Dow Ave. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-750-088 Building Permit Number: 05-2721 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. MENTS: Provide design calculations for the roof diaphragm, chords and collectors and specify requirements on the p s. Specify top plate splices and beam splices required to collect lateral forces and transfer them to the shear walls. Provide calculations verifying adequacy of the unblocked roof diaphragm with ''/z" ply or OSB sheathing and 8d nails @ 6"/12" o.c. W3"The MaxQuake collector/tie and diaphragm load calculations specify a 2x8 collector along wall line 4. Dans indicate a double 2x6 top plate. Specify framing member size, top plate splices and beam splices required to transfer lateral forces to the shear walls along line 4. Specify beam splices required at the 6x10 porch beams along wall line A and provide supporting M Sr97 ,calculations. Detail 6/8 indicates A35 clips per shear wall schedule. Are these clips required at the shear wall only or along the entire wall line? If at shear walls only, please specify clip spacing required to transfer the roof diaphragm shear to the top plates at all other locations along the gable end walls. Detail 2/8 specifies A35 clips at 48" o.c., but the shear walls require other spacing. Detail 3/8 requires A35 clips per shear wall schedule, but there are no shear walls at the location keyed on the plans. Please clarify. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. LSO N� 2 S� I% Philo Hunt, P.E. Plan Check Engineer cc: Larry Warner, Architect 1 of 1 FR-AIDTV ALLEY !' z , RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: lade 1(urhsardOer 1315 Neel Dow Avenue Chico, CA 99926 A.P.N.: 047-7504=-000 (THU) 2 23 2006 13:13/ST.13:12/N0.5011992017 P 2 GRANT DEED 2005-0074109 Awlyrded 1 AEC FEE 11L* OHicill OOK0419 i TRI ffi 0 Coatorae f 1 aim J. BULB I Crat9 elf k pits th I i 1 112 991M P -DR -M 1 Page I of P 1119111'1101111111'11II Abum WO Una IOr aeoordws an orrb Flle No.: D401-1919142 (DP) A Tr,t uneeregrree —mune) oersae(s): DOCUMENTARYTRN49M TAX Fm&oo; CrrY TRWFER TAx $0AO; SURVEY MONLIKENT FEE _ x awwut d on ft oxeddindon or U von d ropaty ewrA.M. OR [ onrprsd ondie mrexdsedon or 5,1 VWA NO VMn of I m and/or enc ,,&arlpey re"W" at tlme of ade, [ x unnoo.noriSed arei; I 1 ah of. -Ow. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acinmiedged, Eitotic lUvA Company, a General Partnerddp hereby GRANTS to Linda Kunsemiller, an unlnpRied vroman and Cmlg J. Dram, an unnwrrW Alan as joint tenants the fbllowirg described property In the unincorporated area of , County of Butte, State of California: LOT 24 AS SHOWN ON THAT CERTAIN MAP ENTITLED,-WMEVARD GROVE ESTATES-, WNICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 2004, IN BOOK 162 OF MAPS, AT PAGE(S) 40, 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COW HAM% CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEP45ER 4, 2004„ UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2004- 67645, BUTTE COUNTY, CAI.WFORNIII; ALL OF WHICH ARE INCORPORATED HERQN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. Exotic ldwl Company, a General Partnership .Uoanne S. Van Nuys. General Partner Fly: Edward Hey, General Part HBO Tax Sfstww tt To: SAME A4 ASM FROM IAALLEY (THU) 2 23 2006 13:13/ST.13:12/NO.5011992017 P 3 A.P.N.: 047 -060 -WO and 047- Grant Deed - Continued Re No.:0401-1139302 730 -089 -CM (Dp) Date: 32/05/2003 STATE OF l_:l1 A COUNTY OF -B ) on Z''J-D� before me, Public, peTnal appy personally known to rm (or proved to me on the bests of evidence) to be the person(s) whose name(s) Is/am subscribed to the within Instrument and acknowied-ped to me that he/she/dn arecuted the same In his/her/their authoMzed capackr(ies) and that by his/her/their signabire(s) on the Instrument the person(s) or the entity upon behalf of which the perso(s) acted, s ecuted the instrument, - my hand and offidal seal. My Commission Expires: EE PALMER LWO10UNN OMMJ 1958088 MV FUR CMACNMM OF WM . apma Joao 22.2A 11u!'s a�eea /Ear a�I r�obr�l sial Notary Namia:De,Aj m e k Notary Phone: Notary Registration Number: County of Prindpal Place of Business:_ I LONGFELLO'w LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue * Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com 'Customer: STEVE MCWHIRTER Address: KIWI LN. CHICO AP#: C -toe (Rev. 5/05) Job No: KUNSMILLER ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Lo-7 i�- i -A YNtAs'/ Q� ESTA-CEGJ a is N u Ns)'A 1 Z Z, Zy G' Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/4 ' Center plate on Joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties, /a+ " " J5 2. Cut members to bear tightly against each other. 0 �, 3 0 3. Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane at Joint locations. ' For 4 x 2 orlentatlon, locate � a ' 4. Unless otherwise noted, location chord splices ca a c6 plates 1/8' from outside edge of at 114 panel length (t6" from adjacent Joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. _ required direction of slots In 6. Unless expressly noted, this design Is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7, Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MRek/Gang-Nall Joint/Plate Placement Chart WEBSARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and In The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purllns provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N . 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. rip o 15. Care should be exercised In handling, erection and installation of trusses. TM ® HYDRO-A/� PANEL CLIP GANf"r NAILOD ©1993 Mitek Holdings, Inc. OUTLOOKER Ix4 CONT BRACE AT BRACE Ha43ER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF 5TRONSBAC.K (RAIL TO LED6Eii W/ IOd o 12' OL) — 2x4 HF LEDER MAIL TO VERTICAL IN IOd NAIL 5) `—A35 BRACE TO FLAT XJJ\\II �H-3 AT 46' O.C. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATIN6, USE (3) - 2' KRE STAPLES (0.0712 DIAA5 6A) ' TOENAILED TM CHORD INTO K5 I THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) I (HI) MUST BE PLATED. o �tiD CAL .4x4 oLwr. ILI- 3-10d NAILS EACH END 6-I0d COMMON 2xb DIA60NAL NAILS BRAGS o 48' O.C. ( MAX a6RACED LENGTH OF &ABLE ETD STUD. (2x4 FIR -LARCH) - STANDARD = 5' -II' - MI AND BTR. =1'-9' TRU55E5 —� Iv LL r-.wy F7F TG DL 15.0 PSF NOTE: GABLE END DE516N1 BASED BG OL PSF BG LL OA PSF ON 15 MPH WIND, E)gV5WE B' TOT1.D. 50.0 PSF AT 0-25 FIST MEAN HE16HT. DURFAC. 1.15 TYM OF JOB DETAIL Date: 10-18-02 Gary Hawkins JOBNAME Z I " E LOI t z ( LoN WI' BERDrawn: AK ARCHITECT CITY, 5TATE CHICO, CALIFORNIA Job no.: 02-116 (530)8922700 1370 R,ocEw000 Da.. S?�.1 O Fnx:(530)B93U532 CHico. CA 95973 garya,chosbcglobainet r U iTe May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C: Loads MiW Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTel( Industries, Inc. truss 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 cord is required for the full panel length carrying the load. Attached, with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. QROFEssto ;�pONG Redo ng JP.(�I' Director of F �c Western Operations RY/ek Job russTruss Type ty Y (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R17900806 KUNS0817 Al FINK 7 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.14 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Aug 17 15:10:212005 Page 1 5-9-4 11-0-0 + 16.2-12 I 22-0-0 2T 4-0-0 2-0-0 5-9-0 5-2.12 5-2-12 5.9.4 2.0.0 Scale = 1:42.6 4x4 = 3x4 = 3x4 = 3x4 = 7-6.3 I 14-5-13 I 22.0-0 7-6.3 6-11-11 7-6-3 Id 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.07 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.14 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 95 lb 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 DFStclG REACTIONS (ib/size) 2=828/0-3-8, 6=828/0-3-8 Max Horz2=-36(load case 3) Max Uplifl2=-24(load case 5), 6=-24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-1129/0, 3-4=-979/45, 4-5=-979/45, 5-6=-1129/0, 6-7=0/23 BOT CHORD 2-10=0/1001,9-10=0/687,8-9=0/687,6-8=0/1001 WEBS 3-10=-239/11, 4-10=-32/371, 4-8=-32/371, 5-8=-239/11 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard August 19,2005 A WARNING -Verify design pa fere+ and READ NOTES ON THIS AND INCLUDED m77EK REFERENCE PAGE MU -7473 BEFORE USE 7777 Greenback Lane Design valid for use only with MTek connectors. This design Is based only upon parameter shown. and for an individual budding component Suite 109 wl A licabil' of design aramenters and proper incorporation Citrus Heights, CA, 95610 PP nY g9 pr p rporation al component B bracing to insure stability building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to insure w3bflity wring conswcdon is the responsibtllity of the � erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding U fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality CAteria, DSR -89 and BC511 Building component '7Y Safety Information avellable from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Mak. M Job russ Truss Type Qty ply in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase R17900807 �IKUNS0817 A2 CAL HIP 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) Job Reference (optional) WngtellM Lumoer w., inc., unic0, ca. aoa�u-rn,1a b.zuu s Jul 13 zuub Ml I ex Intlustnes. Inc, wen Aug 11 10:1 V:Z1 z000 rage 1 -2-" 3.10-15 4i3-14 11-0.0 I 17-8-2 18-1,1 22-"24-041 4� 2-0.0 3.10-15 0.4-15 6.8.2 6-8-2 0.4.15 3-10.15 2-0.0 6.00 F12 Scale = 1:43.6 3x6 = 4x12 MT20H= 3x6 = 1.5x4 II I 4314 11-0-0 { 17-8-2 I 22-" { 4-3-14 6-8.2 6.8-2 4-3.14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.31 10-11 >840 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.45 11 >578 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.13 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 144 lb LUMBER BRACING TOP CHORD 2 X 4 DF N0.1&Btr G'Except' TOP CHORD Sheathed or 3-0-13 oc purlins, except 3-6 2 X 6 OF SS G 2-0-0 oc purlins (4-2-14 max.): 3-6. BOT CHORD 2 X 4 OF N0.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 5-13.5-10 OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1969/0-3-8.8=1969/0-3-8 Max Horz2=-39(load case 3) Max Uplift2=-145(load case 5), 8=-175(load case 3) Max Grav2=1969(load case 1), 8=1972(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-30=-4005/262, 3-30=3853/296, 34=85/0, 3-5=-3519/274, 5-6=-3488/313, 6-7=-85/0, 6-31=-3824/329, 8-31=-3976/295,8-9=0/46 BOT CHORD 2 -13= -198/3571,12 -13=-377/5503,11-12=-377/5503,10-11=-377/5503,8-10=-219/3540 WEBS 3-13=-137/838, 5-13=-2105/224, 5-11=-138/260, 5-10=-2113/203,6-10=-131/838 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. II porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Design assumes 4x2 (Flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 Ib down and 0 Ib up at 4-M and 139 Ib down and 0 Ib up at 18-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 August 19,2005 A WARNING • Verify design parameters and READ NOTES ON Tws AND INCLUDED Mr7-EX REFERENCE PAGE dZT 7473 BEFORE USE. 7777 Greenback Lane - Design valid for use only with Mlrek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paramenters and proper Incorporation Citrus Heights, CA, 95610 pp tY sig p p p orporation of component 6 responsbiliry of building designer • not truss designer. Bracing shown is for lateral support of IndMduel web members only. Additional temporary bracing to Insure stability during construction Is the responsibilfiry 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 ANSViPil Quality Criteria, DSB-89 and SCSI1 Ulding Component Safety Information available from Truss Plate Institute, 583 D'Onof to Drive. Madison, V4153719. Mlffek Job russ Truss Typety y I 8179 00607 KUNS0817 A2 CAL HIP IQ 2 1 Job Reference o tional ti.LUU S Jul 1J LW:) MI1 eK Industne5, Inc. Wed Aug 17 15:10:21 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-30=-52, 9-31=-52, 2-8=-21(F=-7) Concentrated Loads (lb) Vert: 30= -139(F)31= -139(F) Trapezoidal Loads (plf) Vert: 30=-182(F=-130}to-3=-183(F=-131),3=-183(F=-131)-to-4=-186(F=-134),3=-151(F=-131)-to-5=-172(F=-152),5=-172(F=-152)-to-6=-151(F=-131), 7= -186(F= -134) -to -6= -183(F= -131),6= -183(F= -131) -to -31=-182(F=-130) A WARNING -Verify design paramerers end READ NOTES ON 7WS AND INCLUDED WTEX REFERENCE PAGE MIJJ473 BEFORE USE- 7777 Greenback Lane Design valid for use only with Mffek connectors. This design's based only upon parameters shown, and Is for an individual building component Suite 109 Appllcabiliry of design paramenters and proper Incorporation of component a responsibility of building designer - not anus designer. Bracing shown Citrus Heights, CA, 95610 B for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillily 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 ANSIJTPI1 quality Criteria, DSB-89 and BCSI1 Building Component :tw_ * IN Safety Irdormatinn avallable from Thus Plate Institute. 583 D'Onofdo Drive, Madison, WI 53719. Wind Pressure for Components & Cladding &hd C MaxQuake 101995 Archforms Ltd. All Rights Reserved Lateral Load Analyst & 04 1::: 1!I!e 6, 00:::;:;:;:;:;:;:;::::::::::::::::::::::;:;:;:; •lira::::#:: f�rt?er:AIA::::::::::::::::::::::::::::::::::::::: ..... :lobs::: ' 1JN NNL'1 R�5D6b iR '€:J 1f ittQrA�A .............: Q04.4W OveRumin Calculation Template Wind Vertical Wind Loads for Gable or Hip Roofed Buildings Horizontal Wind Loads for Buildings Wall: Pressure GCC P Cp for GCp 0 -2.6 ;��'-3.0-2.0 -2.8 • ::; z:2 : -2.8 -2.8 -2.a "` -2.2 »:� ,Z' I I ......................... ; . ;........i-• -1.6 -1.4 » -1.2 Horiz P ,7 GCp IN"i -1.8 • . ..... -1.8 :; " -1.a... "l:. ; & r S� rI -3.6 p -40 Uplift -3.4 Or -3.2 �7 Out- -3.0 -35 -1.2 ; -1.0 ; -0.8 -0.8 �::;:: -1.2 -1.0 "! -0.8 "F" -0.6 : , W 0.8 _ �.. Plus: In, Minus: out, design for maximum t pressure : 12 lT::: • For partially enclosed buildings Force -2.8 -33 ;.......; . -; 1.4 ~� +GCp add 0.1, -GCp minus 0.4. _......... ".._ " ...: ".. �:. :-...�.... .. .. .. ."..... -2.4 -28 0.8 ......" "... 0.4 - ."":.. 1.8 _ Reduce GCp 10% when a S 10° Red -2.2 -26 F1gure1606.21) GCp for Roof Slope 0°$ a $10° 0°$ a $10° 100$ a $ 46° Figure 1606.2C Wall GCp -2.0 -23 ..... 3.0 Vertical Wind Loads for Monoslope Roof -1.8 -21 _Z e -2.6 • 28 -2.8 "' (Z� �z� .. .... -3.4 "_� -1.4 -16 -2.2 20 - ................. :. -2 o::: .... ...... . . _••" 2.2 :: -0.8 -9 '1.4-1.2; -1.2 ° S; r 91 ri gl -1:8: f• �s}•e�: -0.2 -2 ;'•., -1.2 2 o.s _ " " " _ 0.8 "..... ." r rl .........�. ... Figure 1606.2E 3°$ a $10° ; Down 0.2 , Load 0.4 5 Flgure1606.2E GC for Roof Slope 100$ a $ 300 00$ a $10°10°$ a $ 460 ..................... .-.. S •... 'C or 0.6 7 FOtOA 1.0 12 1.2 14 -2.0 ........�............. ............. G" ".._. -1.8 •.�:." ." ....._"...." -2.0 .." -1.6 .... . _.. 3 .� .._. -3.2 _ .. .... 2:8 w. . ... 30$ a $ 30° 1.4 16 .a:� : �::,» -�:� ::::"- ::::: ":� ��:: a -2:2 a 1.6 19 Note: -0 g .... ".»....................... 1. Values are for enclosed Buildings. 1:2 -::: �ft0-11..+= ""j::: "»r - N 2. SBCCI Values for a a Overhang GCp Include effect Reduce C 10% ti 3°$ a $ 5° GCp are equivalent . to UBC Table 16-H Effective Wind Area (sq ft.) Effective Wind Area (sq.ft.) Flgure1606.2E GCp, for Roof Slope 300$ a $ 450 of both upper & lower surface Effective Wind Area (sqA) if A 3° see Figure 1608.21) Figure 1606.2G Monoslope Roofs 100$ a $ 300 for values of C . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 19 -Jan -2006 2006-0002903 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to aecept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California described as foll LOT 24 VINEYARD GROVE ESTATES SUBDIVISIO1, OFF OF GARNER LANE CH CO TITLE REPORT: BOOK 162 PAGES 40-43 CALIF BEING A PORTION OF P v A..CEL 1 OF THE LANDS OF 1:OKLHOFF AND CACKSTETTET" PER BOOK 7 OF ZAPS, PAGE 35 BUTTE COUNTY, CALIFORNIA. APN PARCEL NUfiBER: 047-750-088 Date State of California. County of `3a,&t9 On-41�-55-0 J before personally appeared Q.. known to me (or proved to me on the basis of satisfactory evpersonally idence) to 'e the persons) 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), ai`- that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s1�'; te�d�exettute thy wtrument. WITNESS 'h d d �o t Signature(l 61':� Seal: •••••�.�� DEE PALMER � COMM.+ i358O88 o �/ �' - NOTARY PUBLlC c .Llr +faNla A.P. # T Q g et COUNTY OF B'U•'i`'i'E G9 ;, Comm. Cuplres ,lune 22, 2006 eA-/ t- : �'. LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, follows: State of California described as LOT 24 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VINEYARD GROVE ESTATES" MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTT ST OF CALIFORNIA, ON NOVEMBER 3, 2004, IN BOOK 162 OF MAPS, AT PAGES 40 41 ,WHICH 43. ATE , 42 AND THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS NOVEMBER 4, 2004, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2004-67648 B COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCERECORDED WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN BUTTE GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY A THERETO TERMS OF SAID DECLARATION. AT LENGTH AND AND AGREE TO THE APN: 047-750-088-000 V ---------------------------------------------- �. - - - - N0. ?21` - - G9� . r_tl•'12•: ��7i�lE 1;�:33. DRS.IJESTFNt=1L EDLILEMIJP� � 3453130 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Phone: (530) 538-7681 Fax: (530) 538-4356 -� - k —Alll information except signature roust be t1ped or legibly pripiod PROPERTY DIVINIIlirR COUNTY 24 HOURS BEFC ! A66esecr'3 Parcel f Nambw (Required).0 4J � P bock: 030) 891-0587 ,Q,L- WORK IS TO B Molina Address (If DiWeA01 1315 NEAL DOW AVE CHICO, CALIFORNIA 95926` 060070 Property Address 4235 Kiwi LANE CHICO, CALIFORNIA 9.5973 P Si j _-___-_T^�----• ---- wank will be ! Co trnetot's Nem•: �.`� I-s-Gxraa.or O Proper 0-1w a perrootind by: _ i �P6L S [t hi Ph 4 4-- -•-- rhonc: iFax, ��[`Co� Ccs„gS'R2S� 1WORK Contraetar f Lfeen:e (`.r��ypls o[ le�!rsnee curtentlV ur—yeS El No i NER' FORMED BY--- ! I Applicant -i :- . > apr1ty.Owrgr - ❑ Propoety Owoar's Agent Q CoWliator ❑ O!hnr. I I WE, the undersiSll4d, hereby apply to the County of Ottvie for an encroachment permit to do the following work under or over the t ounlv roads and hi w_esmell in accordance with Count ordinances and ewe t►1 luwt. __ ! g aTure Date Signed: i i Road Off C; P PERMIT CONDI TIONS I (To be filled i in by County) i I- I For County Ud!: Oniy ?. l7 All work shall oortfom) to ucr paoying Q Detoil _ ❑ Ptons Q Special Conditions �,�--- Timo Ona bureri—n of Encoachrnunt -Fe manent EncrOMZ,neot 13Telnponry: Pram To I YPo oP �noroa:t�ncnt: �Oriveway <] Roadtc�sy Q Culvert , F.T �SI_ ?S. �r o S'i_ c� r 2 t rl.}_P-t5r� 9)4A" - N1 C: Fence 0 fipr,/pipeliee f 7 Signl3iftowd Other- --- ? '• Sete PI, �:'^ I+� l Attached: ' e5 1..1 ;�o_....e.,.,,........��..-.....-....�.__ } .PERMIT IS: O G>AN'f9l.1 C3 DENK.D Conditions: to compliance %vitl, the above requcst, and subject io all Ienyts, eonditlona (inoluding thosa on page 2 of this peratlt Conn)' ; and opecial condi'.ions written below, pS( 11t�ission i5 hereby Ir glod- I . ❑ Underground Service AIM (U S.1.) must be notified two working days prior to any oxnvation. 800-227.2600 ?. l7 All work shall oortfom) to ucr paoying Q Detoil _ ❑ Ptons Q Special Conditions �,�--- �3 d Other Conditions:q'Z C (.it_V!t �T r 12A_ I 4P &Ac -l-1 � o � �4srL C.o, o�M, o _ ( S?�S_..AT7 — I -L-' F.T �SI_ ?S. �r o S'i_ c� r 2 t rl.}_P-t5r� 9)4A" - N1 C: — -I Date >»Ifp;rp,ian r z 7 Su ety: g Bo Fail p � � tii10 A110Yn[ i1,eClr Recai t -/9- C I / LAK --,1 .��: o Z h, : Q ;' Paid: � f aide (Q ��Y: �C� �_ �� � 0 � ,.- It Mikes Crump, Director of Public Works t Rmd I csnc:!cd 4v: 13)" m tFaon Ll Completed - OK LJ Comploted - +lal UK Resulre: [] Additional 00MYn' to Astnehed `otc Ir. armils are It,seto d an , 91 bes,dea (:S0) 538.43$6, they esn be dela eU u to one -eek. E-.-_ . -_X -- t Pabt l of 2 --------------------------------------------------------- a -.> - mac: ca 1-inw OG—QT —NN f` BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ;&CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) �pff CJ �S..y 1 Assessor Parcel Number (s) " 9�7 b Building Permit Number Property Owner (s) VYN , Project Location /Address �� `C �� �(1 LV1 C10 Subdivision Name Assessable Sq. Ftge _C . Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: ' 19 -C -P, \ Building Department Represent*iv� Date \ 0 FRRPD SCA PRPD ❑ DRPD certifies that: 1 Iv.tJ A- 6 K_06171 t Applicant Name l.,r td t5;&r l Mailing Address !1 W Number Ide') City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ ZMJ� per unit for a total of $ Q�8%6 Square Feet @ $ per sq foot for a total of $ Remarks: Check No: < <} Paid by Cash: Q 2 127 /9, 6 Recreation and Park District Representative K:\FORMS\BUILDING FORMS\park-rec standard form rev Ldoc Receipt No: _ &11a8l,b Date OTAL S2775. 00 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District V J� Building Department No. G Com/ A.P. Number (�'1.� J� V� b Jurisdiction: Q City County Property Owner t r��.c� , `�YtSZ�j1(Y\ I l vim` Property Location/Address �"� ' �y �/�(1 l� 1 Subdivision Lot No. ....................................,............................................... » r Residential Development Sq. Footage No of Erving Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion A, Permit # No foundation inspection) ........................................................................................ Commercial/Industrial Q New Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Q Sq. Footage Addition (Including Exterior Roofed Areas) \ Date District Identification No.. �i/�'?P�,�, School District{certifies that //P� /�%%�� (Applicant) (Street Address) (City) (State) has complied with the requirements of Resolution No. 99/0 —o `7 representing pl square feet. District Paid by Check # ( Remarks: (Phone (Zip Code) by payment of $ 6 a 60 B 2926 $ ULL MITIGATION $ Date Notice: You may protest the Imposition.of the fees Identified above by submitting a written protest to the District, In compliance with Govemment Cods Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fess In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project M being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mlggats Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feetonn.xls (3MSXlrnm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM O FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) CHICO AREA RECREATION AND PARK DISTRICT (CARD) PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) SS Building Permit Number os;n Property Owner (s)hL,_ Project Location /AddressLaC:3., w` _- , -, Subdivision Namel'1n.'b240AAssessable Sq. Ftge Typ/e of Residential Development (check one) New Development V Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Building Department Re en ive ate 0 FRRPD 0 CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Mailing Address Phone Number City State Gip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Remarks: Paid by Check No: Dwelling Units @ $ Square Feet @ $ Paid by Cash: per unit for a total of $ _ per sq foot for a total of $ Receipt No: Recreation and Park District Representative Date SqS - (a(a8 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number O4'7 — Jurisdiction: E City County Property Owner Property Location/Address `7"O� (,()� Lam' 1 Subdivision Lot No. .......................................................................................� /y Residential Development i U Q 0 Q Sq. Footage �` No of Living Mobile Home Addition 'Supplemental to (Group. R) Units Installation Conversion Permit # '• •(No foundation inspection� .................................................................................. .... Commercial/Industrial Q Q NeW Addition . Building Department District Identification No. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.. by payment of $ representing square feet.:., B 2926' E ULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees ars paid. Failure to subs* a timely written protest will prohibit you from challenging the Imposition of the face In any court action. H, subsequent to the School District Representative signing thhi Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local planning Agency.that this project Is being reviewed under the Callforrrle Environmental Quality Act (CEQA), this project may be subject to additional school teas to fully mitigate Its Impact on the school dlwcfs schools. White (school district), Yellow (building department), Pink (applicant). feeformift (3105)dfnrn { BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District � A W Building Department No. A.P. Number p47— /576—f Jurisdiction: = City County Property Owner Iter Property Location/Address `'CCS! J IL1 U)I LY]. 1. l '16 i s Subdivision Residential Development = Q No of Living Mobile Nom Units Installation Commercial/Industrial 0 Ney Addition . Building Department District Identification No. Lot No. ...................................................................................... . Q Sq. Footage �� to Home Addition/ 'Supplemental to (Group. R) Conversion Permit # •(No foundation inspection) :........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) N School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing square feet. B 2926 $ ULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Not/co: You may protest the Imposition of the fess Identified above by submkdng a written protest to the District, In compliance wtth Government Cods Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In -any court action. 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 Ageney.that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school faits to fully mitigate Its Impact on the school disbicrii schools. . White (school district), Yellow (building department), Pink (applicant). feefonn.xis (3ros)d M .R. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One` forret per Building) School District (,�k Lk--) Building Department No., A.P. Number 0q':7__ 7576- CJS V Jurisdiction: city r ..7 County Property Owner 60 r Property Location/Address 4,cQ3s Klu)l Ln- C '. L11 1 (2) Subdivision Lot No. L4 ....................................................................................... `7 6o : a Residential Development Sq. Footage No of. Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Pefmit .(No foundation inspection) ............................... ........... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial NeW Addifion, Department Sq. Footage (including Exterior Roofed Areas) n Date 1. District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) -(Zip Code) - has Complied with the requirerhents'af Resolution No. bypayment of $ representing square feet. �AB 2926 $ V,ULL MITIGATION School District Representative Date Paid by Check# Remarks:. Notice: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, In compliance with Government Code Section 66020(a), within 90 -days from the date fees are paid. Fallumtosubmit atimely wAttai protest will prohibit you from challenging the Imposition of the is" In any court action. N, subs"uent to the School District Representative signing this Butte County Schools Impact Fee Certification Form. the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fen to fully nddg*W Its Impact on do school dIstricift schools. White (school district), Yellow (building department), Pink (applicant). %efonnift (3M5)drMn 0 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISrON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:,-,/) tl r t o1 h6e. �lE' ASSESSOR PARCEL NUMBER Proposed BuN ilding Use: s� Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. fa 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. y] 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 7 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. f 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. O 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form fe 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Re ai ' ms needed to issue the permit. (May require additional plan review upon receipt of the following items.) W1 anitation and site plan approval from the Environmental Health Department in Pico ❑ Oroville, as applicable FireSprinklers............................................................................................ O 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ Erosion Control Plan Required........................................................................ 20. ,!es as shown on the attached Schedule of Fees Due Sheet .............................. ity of Chico Plumbing permit........................................................................ 01.-1 22. Site plan and business license approval from the City of Biggs .............................. - 23. California Department of Forestry plan rovalL©Paid. Sent by: a S— 24. Planning approval for (A) Use: B)Parking: �C) Parcel Check: �... t7 �� 4F� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 027tricroachment PDES Form.............................................................................................. .Io Permit for driveway from the Public Works Dept ........................... ontractor's license information. (Number, Name Style, Classification) ................... t 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... Letter of Signature authorization.................................................................... 1© 2. ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction...................:...................................................................... //O ^1 Legal description, ❑ M.H. Title, title search, registration or ......................... 4`-�� 36 they. �� n , : f .11t ,-�/ l ; 6^�' it r� 411/')/71) -l'+� , . ❑ .Other: When issued Telephone � 16 '/ N / and hold for pickup. I have been infoF�med of the abovd ms and requirerl%nts foobtaining a building permit. Applicant:` 7r.'it�r �! -1L=�L�i1 !, �� jj1� / Date: C� c 1. Index per"mit application for the above iterfis numbered: Plan Check Letter 2. Additional items requir _ Contractor, designer wrier, as advised of the above data by CR phone, ❑ mail, ❑ counter, b Date:bS Contractor, designer, r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner ,was advised of the above data by ❑ phone, ❑ mail, ❑ counter, bl. Date: Plans reviewed by: J . P Date: Plans approved by: Date: 111L Structural reviewed by: I �' Date: •O oStructural approved by: Date: V Note transfer by: Date: Yellow: Building Division ,! COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES � ,�ff Website: www.buttecounty.net/dds /OWNER �1, 6�6�lL &Ufl n emi`gr A.P. # P PROPROSED BUILDING USE V 1. BUILDING PERM] --- Balance Due.......... --- FEMA Flood elevation review ... $ --- Additional plan checking Fe 2. SCHOOL DISTRICT FES r (paid at Sch of District Off! available after Pla 1M 3. SHERIF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... .03 = $ Sq. Ftg. 4L _Z4. RECREATION DISTRICT FE S (paid at Re reation District Office ble after Plan Che V 5. RESIEWNTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ DATE '?-C-yJ--65 RECEIPT # DATE REC. CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning �7 b, 6. SRA FIRE INSPECTION AND PLAN CHECK FEE S $204.98 (paid at Building Division) .41 -Z 7. WATER TENDER FEES BATTALION # 9. OTHER 10. OTHER 11. OTHER At time of permit applic 'on, I was advised PC above fes are Iequired to be paid prior to issuance of the permit. These fees may be changed d " i g t plan chec 'ng ocess. Ja, APPLICAN DATE � 3 - Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 1, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District cl-AA (Z Building Department No. A.P. Number 040 — / cJ b "ON Jurisdiction: -City County Property Owner . )Ad a. Vu Me yyi; I Jer Property Location/Address Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Sq. Footage Ne Addition (Including Exterior Roofed Areas) Building Department ReprejeoAtive Date District Identification No. School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. (Applicant) (Phone Number) (State) (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agencq.that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school foes to fully mitigate its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (3J05pmm Subdivision Lot No. O� Residential Development Q `: Sq. Footage ` J 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 Sq. Footage Ne Addition (Including Exterior Roofed Areas) Building Department ReprejeoAtive Date District Identification No. School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. (Applicant) (Phone Number) (State) (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agencq.that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school foes to fully mitigate its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (3J05pmm IF. AND WHEN SCOAD MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0002903 Recorded I EC FEE 10.00 Official yRecords I Countte f I CONFORMED COPY 1.00 OWAIE J. GRIIBBS 1 County Clerk-Recorderl 1 I SA 01:11PH 19 -Jan -M I Page 1 of 2 III�"III"II"��II"I�'II�II��I" 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: LOT 24 VINEYARD GROVE ESTATES SUBDIVISION OFF OF GARNER LANE CHICO CALIF TITLE REPORT: BOOK 162 PAGES 40-43 BEING A PORTION OF PARCEL 1 OF THE LANDS OF KOKLHOFF AND GACKSTETTER PER BOOK 7 OF PAPS, PAGE 35 BUTTE COUNTY, CALIFORNIA. APN PARCEL NWNBER: 047-750-088 Date �� PRO TWOS: i /Slow i �INS�/j'!/LLQ- � « • �� State of California County of 'Zub ) On li"� ,S before m4 personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to -6e the person(s) whose name(s) is/are subscribed to the within instfi-ument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), ltiV Mat by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the personsextof�jthfn�strument. WITNESS alfd oftic,�?I seal. A.P. # 041" " / 50"D 0 O ...' DEE PALMER Seal:COMM.# 1388088 NOTARY PUBLIC 4ALIMIMIA * COUNTY OF'UTTE Comm. Expires .lune 22, 2006 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: LOT 24 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "VINEYARD GROVE ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 2004, IN BOOK 162 OF MAPS, AT PAGE(S) 40, 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEMBER 4, 2004, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2004-67648, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN:047-750-088-000 LONGFELLOW' LUMBER CO. INC. Customer: Quality Design •Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 ' E -Mail: trusses@longfellowlumber.com STEVE MCWHIRTER Address: KIWI LN. CHICO Aft C.20E (Rev. 5/05) — Job No: KUNSMILLER ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Low � Zy Y\r syAQ.p Flvrx^CE5 a nunso8�� i�U NsM 1 �L, z2' Zy� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -► f-1 3/a • Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to'both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. Ve" C2 w J5 2. Cut members to bear tightly against each r/s" o other. c k 3 3. Place plates on each face of truss at each U Joint and embed fully. Avoid knots and wane CL �'' 8 a at joint locations. •For 4 x 2 orientation, locate 4, Unless otherwise noted, location chord splices ce Cr C6 plates 1 /8" from outside edge of at 114 panel length (l.6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol Indicates the fabrication. required dlrectlon of slots In 6. Unless expressly noted, this design Is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7, Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. PLATE SIZE 9. Lumber shall be of the species and size, and In The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10, Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional. engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. � ® TM 14YORO AIrR ® PANEL ©1993 Mitek Holdings, Inc. CLIP G/NG•NAIL Ix4 CONT BRACE AT BRACE ME140ER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF 5TRONGBACK MAIL TO LEDGER W/ IOd o 12' OL) — 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAILS) �-A35 BRACE TO FLAT —H-3 AT 48' OL. Q , NOTE: THI5 DETAIL MAY BE USED FOR TIWEES WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATIN6. USE (3) - 2' WIRE STAPLES (0:072 DIAJI5 6A) ' TOENAILE7 THRU CHORD INTO HM t THRU RM INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (50 t (HI) MUST BE PLATED. ,®�tia agcy c LX't DLW/. 3-IOd NAILS EACH END 6-I0d COMMON —2x6 DIA60NAL NAIL' BRACE o 48' Of,. . � MAX uNBRAcm LENGTH OF GABLE END STUD. (2x4 FIR -LARCH) - STANDARD - 5' -Il" - MI AND BTR. TF45 E5—� TC DL 15,0 P5F BC OL PSF NOTE: GABLE END DES16H BASED BC LL OA P517 ON -5 NPH WIND, EXP051RE 'B' TOT.LD. 50.0 P5F AT 0-25 FIST MEAN HE1614T. DURFAC. 1.15 TYPE Of JOB DETAIL Date: I0-0-02 Gary Hawkins JOB NAME LONy=ELLoW Drawn: AK ARCHITECT CITY, STATE CHICO, CALIFORNIA Job no.: 02-116 (530)8922700 1370 Fvoa�+.vooa DR.. STE.1 O FAx:(530)693-0532 CHICO. CA 95973 garyarchmsbcglobalrnet iT MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C: Loads MiTelc Industries, Inc. truss 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 cord is required for the full panel length carrying the load. Attached, with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. QROFESS10 0NG Redongxof* Director F 66 Western Operations RY/ek Job russ cuss ype ty y 16.0 Plates Increase 1.25 TC 0.23 TCDL 10.0 817900806 KUNS0817 Al FINK 7 1 YES WB 0.15 BCDL 7.0 Code UBC97/ANSI95 (Simplified) Job Reference (optional) 2-0-0 5-9-4 5-2.12 4x4 = 4 5.2-12 o.cvu a um w awo rvn, cn nmwmra, iw --ug a w: i¢c, cuw —9. . 5-9-4 2 -OO Scale = 1:42.6 3x4 = 3x4 = 3x4 = 7-6.3 LOADING(psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.23 TCDL 10.0 Lumber Increase 1.25 BC 0.42 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DFStd G REACTIONS (Ib/size) 2=828/0-3-8,6=828/0-3-8 7-6.3 DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.07 8-10 >999 240 MT20 220/195 Vert(TL) -0.14 8-10 >999 180 Horz(TL) 0.02 6 n/a n/a Weight: 95 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=-36(load case 3) Max Uplift2=-24(load case 5), 6=-24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/23,2-3=-1129/0,3A=979/45,4-5=-979/45,5-6=-1129/0.6-7=0/23 BOT CHORD 2-10=0/1001,9-10=01687,8-9=0/687,6-8=0/1001 WEBS 3-10=-239/11, 4-10=32/371, 4-8=32/371, 5-8=-239/11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ]g `1:7180 August 19,2005 A WARNING -Verify design parameters and RE 17 NOTES ON= AND INCLUDED AUTEK REFERENCE PACE MD -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design Is based only upon parameters shown. and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not teas designer. Bracing shown Citrus Heights, CA, 95 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Teas Plate Irntibrie. 583 D'Onofrio Drive. Madison, VA 53719. Job NSSUss ype ty y in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 817900807 KUNS0817 A2 'Al. H" H 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) Job Reference (optional) wryrenuw wumn w., a �, annw, a.a. os�arrv,av o.Luu 5 Jul 1J zwo MI I ex Inaustne5. Inc. weer Aug I/ 1�.Iu:n euua rage i i -2-M 3.10.15 413.1'4 11-0-0 1 17-8-2 16-111 22-" 24-" 2-0-0 3-10-15 0.4-15 6.8-2 6-8-2 0-4-15 3-10-15 2-0-0 6.00 12 Scale = 1:43.6 3x6 = 402 MT20H= 3x6 = 1.5x4 II 4314 I 11-0-0 1 17-8-2 I 22-0-0 4314 6.8.2 6.8-2 4-3.14 LOADING(psf) SPACING 2-0-0CSI TOP CHORD 2X 4 DF No.1&BtrG 'Except' DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.31 10-11 >840 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.45 11 >578 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.13 8 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 144 Ib LUMBER BRACING 7177 Greenback lane suite 109 Citrus Heights, CA, 95610 r, TOP CHORD 2X 4 DF No.1&BtrG 'Except' TOP CHORD Sheathed or 3-0-13 oc pudins, except 3-6 2 X 6 DF SS G 2-M oc purlins (4-2-14 max.): 3-6. BOT CHORD 2 X 4 DF No.1&8tr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G WEBS 1 Row at midpt 5-13,5-10 OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1969/0-3-8,8=1969/0-3-8 Max Horz2=-39(load case 3) Max Uplift2=-145(load case 5), 8=-175(load case 3) Max Grav2=1969(load case 1), 8=1972(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-30=-4005/262, 3-30=-3853/296, 34=85/0, 3-5=-3519/274, 56=-3488/313, 6-7=-85/0, 6-31=-3824/329, 8-31=-3976/295, 8-9=0/46 BOT CHORD 2-13=-198/3571,12-13=-377/5503,11-12=377/5503, 10-11=-377/5503.8-10=-219/3540 WEBS 3-13=-137/838,5-13=-2105/224,5-11=-138/260, 5-10=-2113/203.6-10=-131/838 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 [fend verticals or cantilevers exist, they are exposed to wind. I1 porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail' 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 Ib down and 0 Ib up at 4-", and 139 Ib down and 0 Ib up at 18-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 August 19,2005 & WARNING -Verify design parameters and READ NOTES ON 77151S AND INCLUDED 6DTEJr REFERENCE PAGE MH 7473 BEFORE USE Design valid for use only with Miifek 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 a responsibility of building designer - not truss designer. Bracing shown 7177 Greenback lane suite 109 Citrus Heights, CA, 95610 r, is for latera 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 tracing, consult ANSUfPf1 Quardy Criteria, DSB-89 and BCS11 Building Component 40. Mfiek, Safety InKormatlan available from Truss Plate Institute, 583 D'Onohio Drive, Madison, WI 53719. Job russ7:::: ty YKUNS0817 817900807 A2 p 1 Job Reference o tional •-..•ro— •••— _.^ice_• .. '—, , w. .. U+U<v' 4o o.[uu s Jui a zwo Mi i eK mausales, Inc. wet Aug 17 15:10:21 Mob Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-30=-52, 9-31=52, 2-8=-21(F=-7) Concentrated Loads (lb) Vert 30= -139(F)31= -139(F) Trapezoidal Loads (plf) Vert 30=-182(F=-130)-to-3=-183(F=-131),3=-183(F=-131)-to-4=-186(F=-134),3=-151(F=-131)-to-5=-172(F=-152),5=-172(F=-152)-to-6=-151(F=-131), 7= -186(F= -134) -to -6= -183(F= -131),6= -183(F= -131) -to -31=-182(F=-130) & WARNING - Verify derlgn parameters end READ NOTES ON THIS AND INCLUDED ADTER REFERENCE PACE MU 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design 6 based only upon parameters shown, and is for an individual building component Suite 109 Applicability of design paramemers and proper incorporation of component is responvb0hy of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVfP11 quality Criteria, DSB-89 and BCS11 Building Component 'Calety Information available from Truss Plate Institute. 583 D'Onofno Drive, Madison, WI 53719. WARNING ! BC■S1I-B1 SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES 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 BCSLL-93_Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the B__CSIB3 Summary 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 fQU= BCSI 1.03 Gufa de Buena Practice Dara el Manejo. Instalati6n y Ardostre de los Trusses de Madera Connectados con Plass de Metalpara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las Iocalizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men 13CSI-B3 para los arriostres permanentes y refuerzos "'os miembros secundarios (webs) para mayor informaci6n. EI resto de amostres permanentes son la responsabilidad del Disefiador del Edificio. Qi- 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 a6m peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0r gloves when handling and safety glasses when �® cutting banding. Empaques y placas de metal tienen bordes m 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 defiec- 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. to n to 6'max. _ T • e. +tss• tv 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 W„�'rO Rs o 5.g4vPs$'n4gq 4xR•�rvd2' zFl.�.�531-•`i.'aef . 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 Berra por una semana o mas deben ser elevados con bloques a Cada 8 o 10 pies. QFor 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 ventilad6n. UUlice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles ea��e O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. 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. _DVIE;uTE,,C«I_� HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or , - ; % `; ; I'7f Trusses 30' or less, support IJ less, support at r at peak. ���� quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramp los pies o menos. 0.trusses de 30Trusses up to 2 Trusses u F Trusses hasta 20' �I Pies o menos, �— Trusses hasta 30' —)►I 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 posic16n con la gr6a haste 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. Greaterdthan 30' Mas e 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe-in>\Toe-In Spreader bar 1/2 to —�I 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar Attach above orstifiback 1m x. max. mid -height Spreader bar 2/3 to �— 3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- v [ion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalacl6n de Trusses y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate 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 Cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well E— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) HOJA RESUMEN DE LA GUTA DE BUENA cin. 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 m6todo 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. Haste 30 pies 10 pies maximo 30' to 45' 8' o.c. 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. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opclones de TCTLB. \ Q Refer [013CSI-B6 Summary Sheet - Gable End Frame Bracing. r7f Repeat diagonal braces. Vea el res6men LJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos 5' 1 Jf Set first five trusses with spacer pieces, then add diagonals. Repeat Ll process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses ran espacladores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que 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 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI 4& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' of 15 every 15 truss for Parallel Chord spaces (30' max.) Tru for more information. Vea el res6men BCSI-B7 - Arriostre temporal v Dermanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias pare Fuel -de -Plano. Diagonal braces 12" every 10 truss Max. Truss Bow Length spaces (20' max.) 10' 15' max. Concrete Block same spacing II Max. Bow Length —► `-Length as bottom chord lateral bracing Some chord and web members not shown for clarity. 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI 4& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' of 15 every 15 truss for Parallel Chord spaces (30' max.) Tru for more information. Vea el res6men BCSI-B7 - Arriostre temporal v Dermanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias pare Fuel -de -Plano. Gypsum Board 12" Q Max. Bow, ' Max. Bow F 4 kt....... Max. Truss Bow Length ----Length --n- Concrete Block 3/4" 12.5' II Max. Bow Length —► `-Length 3-4 tiles high > U 7/8" 14.6' Q Tolerances for D/50 D (ft.) 1" 16.7' Out-of-Plumb.1 1/4° 1' 1-1/8" 18.8' Toleranctas para1-1/4" 1/2" 2 20.8' e-Plomada. Fuera-dn i 3/4" 3' . I Plumb bob 1, 4' 1-1/4" 5' D/50 max I 1-1/2" 6' 1-3/4" 7' 2" z:8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resL5mo_n BCSI-84 Carga de Construcci6n para mayor informaci6n. //I Do not overload small groups or single trusses. 11 No sobrecargue pequenos grupos o trusses individuales. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. Q Position loads over load bearing walls. lip Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet - Truss Damage Jobsite Modifications and Installation Errors. Vea el 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 ningtin miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado 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 party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed willput Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilitles involved, be presented Only as a GUIDE for use by a qualified Building Designer or ErectioNlnstallation Contractor It is not intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErecdoNlnstallatlon Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractoc Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclalm any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WICK WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WrCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'onofrfo Drive • Madison, WI 53719 608/274-4849 • www.woodbuss.com 608/833-5900 • www.tpinst.org nr WGONttvt] 0311]5 Y ARRIOSTRE DE LOS TRUSSES DE PLACAS DE METAL 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 BCSI1-03 Guide—to Good Practice for 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 ningtin modo que identifique la frecuencia o IDcalizad6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de IDs trusses. Vea el fplleto Para mayor information Los dibujos de diseho de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men BCSI-B3 Data los arriostres Dermanentes y refuerzos "log ec miembros sundarios (webs) para mayor informacidn. EI recto de arriostres permanentes son la responsabilidad del Disenador del Edifido. QThe 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, instalacidn y arriostre inadecuados, puede ser la caida de la estructura o afro peor, muertos o heridos. Banding and truss plates have sharp edges. Wear �r gloves when handling and safety glasses when �co� cutting banding. 05 \ Empaques y platys de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANE)O QAllow no more No permita mas Qi Use special care in than 3" of deflec- 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. to m r 6•max, I ��-11e• ra 1 to Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK ORDLESS -Y MORE THAN ONE WEEK s4..� :sA 2:°�3�e,4 fix: .ssRa1;4 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. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cu bra los paquetes para prevenir aumento de humedad pero permita ventilac16n. Utilice cuidado especial en dfas ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles i QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. & Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. MMM — MMm M MMV' RRO MMMM M o 1 MM M MMM FUM MMMMM M o o M 7MMM�0 HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ _ ; %�; ; _ I'7f Trusses 30' or less, support LI less, support at at peak. quarter points. r Levante Levante de del pico los IDs cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' pies o menos.Trusses up to 30' f Trusses hasty 20' it F Trusses hasta 30' 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 gr6a hasta que el arriostre temporal est6 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. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Tagline Locate Spreader bar Attach above or stiffback 10' D.C. mid -height lmax. � Spreader bar 2/3 to f— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Instalia- a Refer and Temporary Bracing for more information. Vea el restimen BCSI-B2 - Instalackin de Trusses Q y Arriostre Tempora; para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueitos. QLocate 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 Ifnea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. z — Top Chord Temporary Lateral Bracing (TCTLB) min. 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' 8' o.c. 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. Q See BCSI-B2 for TCTLB options. Vea el BCSI-82 para las opciones de TCTLB. \ Refer to BSSL @Sz Summary Sheet - Gable End Frame Bracing. [::::� Repeat diagonal braces. Vea el res6men BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. f Set first five trusses with spacer pieces, then add diagonals. Repeat Rprocess on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos IDs trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4xl2' 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 BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Diagonal braces Summary Sheet every 10 truss 10 o.c. for 3x2 chords spaces (20' max.) 10'-15' max. 15' o.c. for 4x2 chords Diagonal braces same spacing ,0, Ot as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet Plywood or OSB 10 o.c. for 3x2 chords - Tempand Permanent Bracing 15 15' o.c. for 4x2 chords Diagonal braces 3/4° 12.5' ,0, Ot every 15 truss for Parallel Chord Q Tolerances for spaces (30' max.) Tru ccrc for more 1° 16.7' information. 1/4" 1' Vea el res6men BCSI-B7 - Arriostre 1-1/8° 18.8' Tolerancias para1/2" temporal y oermanente de The end diagonal 1-1/4° 20.8' trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB Q Max. Bow Max. Bow ��— Length —►I rl Max. Truss Bow Length 2 bundles --- - Lengtn ---- 3/4° 12.5' Clay Tile MaxBow Length 7/8' 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out -of -Plumb. 1 1/4" 1' 1-1/8° 18.8' Tolerancias para1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. a1.9/g° 2P g o Plumb 3/4" 3' ,Zbob 1" 4' 1-1/4" 5' D/50 max I 1-1/2" 1 6' 12° 233.3' 1-3/4" 7' 2" 1 2 -8 - 8'CONSTRUCTION CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to Bcst_ea Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informad6n. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. 'I P Coloque las cargas sobre tantos trusses como sea posible. Position loads over load bearing walls. LJ Coloque las cargas sabre las Paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet - Truss Damage. lobsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danfios de trusses. Modificaciones en la Obra y Emores de Instalackin. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los �aw trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccitin 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 cane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended ro ensure that the overall construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood lass Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engine, the Building Designer, the ErectloNtnstalladon Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectioNinstallatlon Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising fr om the use, application, or reliance on the recommendations and Information contained herein. WOO D TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • w .woodtruss.com 608/833-5900 • www.tpinst.org 81WARNLIX17 031125 o ° [�MG�C�G:J f5 . . L+ PLY '71V I S (2v. Q>- o>e e-, W/ 1A P.L-� EYCTF��le>fL d/ 10A0. D/,4?> " 0 A: -f (9- :,;' (:, " 01 4— 7 I PS 12-" C, , C— PLy e - IJ A -SEF e -A-1 p!S STOCKDRAFTING FORM NO. 101-54 e--� rl 14 T�vr-7,. tv o" 0, V3,00mo pjU,?ojUU0JjAU3 9 0, *. 0 MAA PN r>;, 1.4 Crr C-:-: Z 42) 17 ON/fF—e— F: 12—'— f ze� q 1 14 e—r u P^ -H %ry y- Rn w I knRn > e,'P D Z 0 <1 e> PL.Li I It> 11,4 6r yg44Ts 4, STOCKDRAFTING FORM NO. 101-54 e--� rl 14 T�vr-7,. tv o" 0, V3,00mo pjU,?ojUU0JjAU3 9 0, *. 0 MAA N in k ;r.l. I Lj-! kTE L 'ALE IAWN fEET ; . I Eltrl4TSHEETS Z u Rn w I knRn > <1 N in k ;r.l. I Lj-! kTE L 'ALE IAWN fEET ; . 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