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Home My WebLink About040-630-001Building Code Violation Complaint to inspector Z D 30 day violation lettere 10 day violation letter Abated or Closed 040-63-0-001 99-f BPDI GALBRAITH, Stewart & Lynette 9500 Van Ness Way lot 1, Durham (new single family) 040-630-001 01-0977 GALBRATH, STEWART 9500 VAN NESS WY DURHAM CONT:UNK NEW DETACHED GARAGE 040-630-001 04-3524 GAILBRATH, STEWART 9500 VAN NESS, DURI IAM Cont: CARE FREE POOLS NEW POOL MSTR502-01 J LAND DEVELOPMENT SHEET ENCLOSED SANITATION CLEARANCE 040-630-001 STEWART & LYN= GALBRATH Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING'` PLANNING March 10, 2006 Stewart P. and Lynette L. Galbraith P. O. Box 1194 Durham, CA 95938 RE: Building Code Violation AP#: 040-630-001 Dear Stewart P. and Lynette L. Galbraith: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location for the failure to obtain the required permits, inspections and approvals from this office for the following: 1. Fencing around the filled pool is not in compliance with Building Code. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Bill Barron at 538=2051 or visit our office located at 7 County Center Drive, Oroville. Our hours of operation are from 8:00a.m. to 4:00p.m. Sincerely, r Bill B non Supervisor, Building Inspections BB: ajf Cc: As oP-y "C • Complainant: Phone N Other Comments: BUTTE COUNTY DEVELOPMENT SERVICES 1) • Additional Comments from Inspector: 2 • ilk 1 '�0S S 0 0-630-001 040-630-002 040-200-083 COUNTY OF BUTTE BUILDING DIVISION I DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. I { I i f { . I 1 i Date Inspector REV 4/05 Phone #�ry -; FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Olga Po P�� DuMavn, CMS%�� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROV11 LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds 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 the Business and Professions Code, and my license is In full force and effect. PU 11 License Class: /` 47 License Number: C� l� Date: 0� Contractor. Chi`'``t/Le2 �pp� 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 cily or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9, commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil.penalty of not more than five hundred dollars ($500).): ❑ 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 owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of 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 Profilssions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ '1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 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 wodcers' compensation, as provided for by Section 3700 of the Lor Code, for the performance of the work for which this permit sued. ave and will maintain workers' compensation Insurance, as 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.- Policy #: ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to 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 comppllyy with those provisions. Date: Applicant: 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Clv.) Address: PERMIT NO. BP0435z4 Issued Date: 01/26/2005 APN: 040-630-001-000 Site Address: 9500 VAN NESS WAY DUR Map Index: Description: POOL MASTER 01-502 Owner: GALBRAITH STEWART P & LYNNETTE L P 0 BOX 1194 DURHAM, CA 95938 Applicant: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 Contractor: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 License #: 380826 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: � y67. Ufa This permi s hereby issue er tt ap icable visions of the Buda Cnunly CndA enrVor Re I" s to do work In Ica d shove f r whit[ a have paid. By: 1 Date: C PERM XPIRES ON: ❑ I 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. O 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 owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substancany official form or document of Butte County. I hereby authorize repro !Ives of Butte to enter upon the above mentioned property for Inspe.ctlon purpos s. Print Name: [' ( Signature: 1 Date: ❑ Owner Vcontractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. DATE: l� O APN: q6-630-601 / `v _ 630 6 0 / �i ZONING: NEAREST CROS ST TRACT/LOTik. SITE ADDRESS: �So o 0!4 A_j tj ESS CITY, ZIP: ,/ �vD/-t# OWNER NAME: PHONE S fro—f-? 7J> STREET ADDRESS: �v v �u NESS FAX: CITY, ZIP: � E-MAIL:p%'/7 APPLICANT NAME: PHONE STREET ADDRESS: FAX: C"'ZIP: CH eco 9 E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY. ZIP: E-MAIL: LICENSE NUMBER LICENSE TYPE ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: - 6r FAX CITY, ZIP: LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: Ew o c/AJ �oL ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department nts are not refundable. For office use only: Notes: Application Received by:Date: Receipt number: Amount Received: Lf in 0 I E.H. USE ONLY Piot Plan Ansched Roos Man Annchad 4 Sent to B.D. - _ -- -- /__ _- /a-)Sv TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 956, �/?/mss U-- 63,6-661 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for - Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET [ �. OWNER: -� ��"1 l,v � S SSOR PARCEL NUMBEF,U + ' G� fl Proposed Building Use: , i Q -niter Technician: Date: `G Items required in order to Ipply for a permit. All boxes M be diecked OR marked NA in oy a Pto apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.. `J /❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or 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) Data sheets and installation inst, (B) 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 OY) * L9 ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form G' 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19` Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 0 23. 24. California Department of Forestry plan approval ❑ paid. Sent by: ............. Planning approval (A) Use: O)L (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about -Improvements, _ Drainage ......................... J 26. NPDES Form.............................................................................................. `. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑' 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :.................... ......... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. 38. ❑ Grant Deed, qM.H. Title/SCement of Facts, ❑ Letter from Leg Owner, Check to H.C.D. $ Other: O (2 ❑ 39. Other: --"Al When issued Telephone 7 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit Applicant: fn Date: / 7// `�//r 4 1. Index permit application for the above items umbered: Plan Check etter / / I items required Contrac ,designer, owner, was advised of the above data by one, ❑mail, ❑counter, Date: on ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑un Date - Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by:1 Date: Note transfer by: Date: Yellow: Building Division p�QPgTMeNT C,c �UTTc� o o o o c o c �+ 9 ?IIC WOv�,: Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACREI Project Description: �+ � l� t� 1 � /A1 G&oIJ ALD A°'Cv� Project Location and/or Parcel Number: *4 U,96 — 6 3 o —Q1 al By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: d CUA) FC Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Y I SITE PLAN REVIEW APPLICATION Date: �/I LI/d AP# 04/0_30 - 00 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: • ?o Q aue, Owners Name: froo tl� Yee s t C,4 Owners Address: / Telephone No.: 5 —/77 f Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home /� f Residential Accessory 1' eo' _ ❑ Permanent Second Dwelling ❑ Temporary -Mobile Home (Aunt Minnie) ❑ Temporary Travel -Trailer z ❑ Multi -family Y Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑, Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IS Site Plan Stamped Approved* By % Date Z� �� ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: V X' ❑ Snow Load Area: , ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate ActionPlan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and 'if Verified proper foundation design required) SRA - (CDF to determine specific requirements) + 100 -Year Flood Plain:__--, . (See a ) • Flood Zone: • Flood Panel No.:GOC9 7C6BOG• Index Date: ` ❑ Sacramento River Reclamation District (Approval must be obtained from the al ornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit E] Minor Variance ❑ Administrative Permit ❑ Variance --------------------------------------___------------------,---------------------------- 1 Detached Building Use Form ❑ Encroachment -Permit - ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: At D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Pane 9 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 925 �. S, Side OrEl Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Pane 9 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: 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 ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements PnaP 'A of S 11 Subdivision Man/Parcel Map: Map Date of Recording: a 9R Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: .• Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as.. amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 Paze4of5' T M x C x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Pace 5 of 5 OWNER'S STATEMENT: Wa TIMM1AS O. DIGIOVAMNI B CAROL A. DIG I0VAMN1 , w ohne d-RwaFFyy Lmdt DF WrnYn NMI. PbnAd Udt DvvaopmWN - PNM• 1. a nM.on and JETT 1 MODR1EVSEA AND CARNE L BROaI- HEUSER. IF, o1nM. d lot 1 PP Wnon NM» Pbmaa UNIT DeMMment - ITN• I..M.n nM.m. Ona NORM STATE NATIONAL BAI14 Bm.ealvy pM D••di II TMIt r dw — 9MIa No.99-2507, 97-48327 and 98-28752. d. Woby •tot• mal .• v. U" mly po.wl• Mew --t b ,—Y to pan sem UU. to .AM Ind and •. c .-t t. u. pr.pvA w4 -or— of thb rrNp. K Ills to the Canp• ty OI WIN for dRa M oA th• bSo.Fg L THE ABUTTERS RIGHTS OF ACCESS RELIMOUISNED TO BUTTE COUNTY AS SHOWN ON THE ANNEXED MAP. 2. EASEMENTS TO PACIFIC BELL. P.O.SE., OURNAM IRRIGATION DISTRICT AND CHAMBERS CASTE POR I OWN. MAINTENANCE, REPAIR AND IIEPLACEYENT OF UTILITIES CONSTRUCTED ON,OVER,ACROSS D R THE PUBLIC UTILITY EASEMENTS (P.U.E.)p TOT-cSMCMN HERMN,Y06ETHER WITH THE RIGHT TO TR AMU REMOVE 9 RECESS ART, TREES, L IMBS AND BRUSH. THOMAS C. DIGIOVA/N8 CAROL A WMAI II 026 BROADNAY, SUITE 205 128BROApWAY. SUITE 205 .,co. 4. 93928 '� CIDW7DCo.95928 . .,�QEtR��f(- OgEUSFA CAME L BRCCHHEUSSER 0 Y"' NA. DATTON NWY. 2280 NIRMAY DAYTON NWY. GURNAM,GA. 95938 WRWM,CA. 95938 E MEREST ATE FOR SPECIFIC PURPOSES HARM NAO STATE ONAL BANN TCRE RE FOLLDN'INO, a. Bm.1kIMY 3. LGT *e. WNICN NHCWOES YAN NESS NAT, FW STREEC9'mL DRAINAGE AND OTHER USES A9 MYERMMEO TO BE ALLONABLE BY THE 011-11 GREEN NOLIEOMMER9 ASSOCIATION. Nvnc r�'MN1bL\l A. SNL�L A. TOT -B' FOR RECREATION AND OTHER USES A9 CST FAMIMED TO BE ALLONABLE BY THE WRNAN IIIc CTILL✓»VL NCL .ASIA 3 WEEN HOYEOWMER9 C430CbTION. 1 EASEMEMB TO OURNUI IRRIGATION DISTRKT FOR INSTALLATION, MAINTEMANCE,REPAOt AND REPT. C - MENT OF FACILITIES CONSTRUCTED W.OVEPAC1O58 AND UNDER THE WATERLINE 1ASEVENT9(M.E.) AS SHOWN W THE ANNEXED MAP. 6. ORAIMAGE EASEMENTS(D.E.) AS SHOWN W THE ANNEXED MAP. ACKNOWLEDGEMENTS: STATE 6drF�n:O ) COUNTY 11F Y ) On mw ///LSI% S do, of 199qq, e•o1a, u• uneu•Ipl•q I HolvY vlAlte F And fo .AM slot.. PM.vlal, i/I 9 s�r pWIey 1m.Nn to mA (M pro»a m the eon II »mmpinr .NemA.) b M u• vwm(.) w"ee Nana(.) b/a, NA, - to Th.. %, 1,11—t ant adoa.l•dp•d to me thot M/M"/Ih.y —t.d the .NN. F hb7hM/ lh.r wUNXI:w eo➢aelL)(N.) aw mot e)) hb/Tw/theb .imaly{.) m the FAtrvmml th• GIs»(.) v th• mU\y uDm eddl of .1Jdl ths po.m(.) Iot.d e+ADUtod TAM h•tnpnm,L RIMHESSS my hnk aeed Aflldd W. Notary NIM. co-dAmAN -i s YR7/taoo ComtF f3a1yC . SURVEYOR'S STATEMENT: TM. IN,... 1r -.e q a. Pr o .... . di... - Mt In. 1o...Y I. Uu1 mI ao 1- A. 0- oM b bm.d upon o RNd Mr»y h Imfomaa"e Nlth 01-"A r.pltra,Umb of 0 ' SIDd1111br1 � Act and loon Ard,,mn N IM r.pwl AT THOMAS 0. DEXOVAHM F No' IBB. I hMNy •Iola mat th4 ilW mM aWtmllaIF amrvm. o the appre»d tmlath. mM, 11 mM ant mot aN mmummb ma If thA dlMaclM and Occupy me po.lUons bdlmlw and WB ee »l h throe Dodame AUF BO do" Af th, r md.lbn of thh map and W D. 1uf8Gmt to NIW. ON, —y to e. roboc•d 0TH. YFq Y. NERMa( PLS 5615 Ery. 9/.10/02 EYR m1•SP-ot COUNTY SURVEYOR'S STATEMENT: E STUART EDELL. DM County So -,N of m• CAmty AI Bulla STAN It Colfomb, do hM.ey .lata mot 1 have —bid lh. fFd TDp far THOMAS C. DILTOVANM, TAIT It b Md"lmtWy Th..oma IN, Ipp.Mw m I" !moth. map And -Y ANN -4 dtnoUma un»L NIT on pt rtW If m. ""d" "Yap Act of th. Slot. of Cdllvnb and -1 adl.mn h -Mm aI PW .IIA nW I w e.Uefled Wt the mlp b ledm/Idly rn.»L -1AAAIL.- "GI .2109/99 STUART OEM REE 29132 D.Duty Cunt' Survey ENI. 3/31/99 Co ,P, AT Bull. RECORDER'S CERTIFICATE: FDw ul. 1.11w ft, TAG68AVRR .1999, Al 9.10) A.. BoF ok 1 1 Yap., At PAS» It U,. r»unl of NORTLSTAR ENGINEERING. sMla Ha /900_ ooD02.9Y CAIOACE 1 ORIIBBS DE ✓sy CantyR.avdn Cant, o1 Bu N. CLERK OF THE BOARD OF SUPERVISORS STATEMENT: 1, MtHH S BLALMLOGTGs.A m. Bova or NV al Bueta STAN .1 Calr—. a. h..y .tot. that m th• do Y AI I me eM199 ,9 th• Butt. CMnty Boyd of S,,.rO-..10DIGt, *"`* . O" ued"idoo MIO of Wt GREEN P.U.D. - PHASE E. THE ABUTTERS RIWTB OF ACCESS AS 6NOWN ON ANMF]Ep HAP ANO OFFERED FOR RELINQUISHMENT TO BUTTE COUNTY ARE HEREBY ACCEPTED. PUBLIC'UTITITY F015811EMU SHOWN AS -P.D.E ON THE ' ANLM5 MRP AND OFFERED FOR MIGRATION TO THE PUBLIC ARE HEREBY ACCEPTED ON BEHALF W THE PUBLIC PON PUBLIC UTILITY PURPOSES. SHOULD THE BOARD OF SUPERVISORS DETERMINE PURSUART TO GOVERNMENT CODE SECTION 66477.5, THAT THE PUBLIC PURPOSES FOR WHICH SAD PROPERTY WAS DEDICATED NO LONGER EXIST9,THE COUNTY OF BUTTE SHALL RECONVET SAID PROPERTY AS SNOWM W SAID NO, M THE SUBDIVIDERS WHOSE NAMES AND ADDRESSES APE SHOWN IN OWNER'S STATEMENT ON TNM SNEET.OR M THE SUBDROXI SUCCESSORS IN INTEREST. THE UATERLME EASE— SHOWN AS-W.E*ON THE ANNEXED MAP ARE ACCEPTED W 9EHALFOF DURHAM IRRIOAYNIN DISTRICT THE DRAINAGE EASEMENTS SHOWN AS"D.E. W THE ANNEXED MAP ARE ACCEPTED ON BEHALF OF THE ANTHERS OF LOTS I THROUGH 13 A If IBLACI=Z . l Ii 1M Doo. •19upn.i»r, n 1 Bull, SHEET 1 of 3 ACKNOWLEDGEMENTS: STATE OF COUNTY On itHo d.Y of oc-br 1 1998, b.1- ma the u"dvNylw. A NAI., NIevA I, ons. for eo11 Stals PnemaGy Ip - 1HpMA3 O OICIOVANM and CAROL A OIGIOVAwa pa»ndl Anem to me (v -F m U" MH. If-WAAIA,, —..) to A. the Por...(.) .Io1. Noma(.) b/are MO- erJD.d b th. -1, F.Wmrnt and AAM,o.t.d9•d to m. IAIt M/M,./th.Y uewl.d U,e •an. IN M1b/Nn/ thAr Mthabw copooll.(W) and nottr Je) IJX/h./th.d,,l (,) m IN. F.I. t th, Upentalwwt-d. MIRY on al M MI Pn.aN(.) wt d. —t Ad MN MU-INL NITNESS my hmd orb ofRdd 1.d. RIrPW Man.. 1j(N..(W MRfw11I ".tory PVNM Caanb,-.,ptr»: 10-11- 2001 STATE OF fEL6rN ) COUNiY On TAM 1 - day of 01UWL►y . 1985, eafw ma Cha undw.ip,.d o MAI_ PWk F and MM Add stab. pi,—y M Ad JErr 1 BROCIRKUSER and VFME L BROaMEUSEA P.. - Nom to m. (v Proves m u. Imo AI » ivy . . o M . .rno.• Noma(.) 11/ar: `e XMto Ch1 .HTh INII—1 and AANAMAdpw to m. that M%M"/UU.y --tAd im, — IN hb/hAr/ thb MMN Xb.d cgodl M..) and TNIt D NN/AM/u.tr ur o"turo(.) m TAA F,T t I" pn.m(.) M the mUly upon .Mall of kA UA poen{1) ANAs io-tAd mb ."b - MTHESS my hmd and AIf,d .W. J••1M,F11rLN Noon J=hNlrw JUIS*411 NOI.Y PWM cA"Ad.1+m metres 10 -IL -Zoo( Comly. sofft DURHAM GREEN Planned Unit Development - Phase 2 and Lot Line Adjustment BEING LOT 1 AND "REMAINING LANDS" AS SHOWN ON "DURHAM HOUSE PLANNED UNIT DEVELOPMENT — PHASE 1" PER BOOK 138 of MAPS, at PAGES 96-98; ALSO BEING A PORTION OF SECTION 30, T.21 N., R.2 E., M.D.M BUTTE COUNTY CALIFORNIA FOR THOMAS G. and CAROL A. DiGIOVANNI Nor \hSt QE DW DIDMELH • PLAIIIER, • 9WLtYOR9 TO OCQMUICH OYK •DAM. --A 117 ENGINEERING PNM. <3L) B9, IBM (Sla) B9,_T,I, AP.IN. •O-IB-OtiO IS OBI ,NNE 1998 JDB W. 5957 Ij00K 66 DETAIL "B" ED. BUTTE ccuxTr 110 NOT TO SCALE wEll MONUMENT A-192 SCALE : I' " 50' $411d2d1r cu 421.0, Lsr M. ANSI IEANMG -EST. TIED AT BASE CI ,/2. O.I.P BEARS (SBJSr21•W, 1.OW)PA.RIA2 M. U4*II.P. _ (NO354'00•W 965.46')r.(,R1,R2 /• nro AICCM Sr _ anrwna ro Gnaw I O awnr N R£.S9RZE 1` \\ f I I -J, Par j I 18 \\ I I I I "wr/EAS aR]IZS AGG SS 6 C f w F CTXWlY Or Bum I 7 �3 0.63 Ac. S $ 0.655 Ac. 8 0.655 Ac. 0.67 Ac. $ 0.93 Ac. ------- S03'51'00' -__-_ 0.0 S0331'00 E 0.95 Ac. }\ �\ 1 I I r l '-- •l H `� .^� f`` %\� \ I j � /0' P.V.E-•1 1 J SOJ31'arE JO j 4 a �G i o'PUE yiA, . I O ------ DETAIL jZh`Y 10 P /> L,p ----� tl� ------ ------ ut --- LIB L,r E L19 /v m w xo]s4rorw 4210,• ---- Ror TO SCALE i c" a c -B (/AN NESS WAY T- wzlSOuidoc E 9 ZT71m7.'r S I ------------------------- - ------ 1 / _________-___` N '•/ lME gPEG110H T CE 1 YE LKTA4 77' 1 1I L � --- _ l I JO' ♦1 442 I !r 0,i I LOT 9' 70 SE OEEDiEo 70 ' ' (CommonLot �AreO) i I^ -I 0.85 Ac. '� gl o �I ; OURNAM GREEN NCIUCONNERS i i 1.20 Ac. I I-„eol1 A2 Y.e4 D( ASSOOAIKW (N jEE .4AIP(E I I I I I I x ll 4 ,9.8 y 1 PER SN. _1999-0'OO G29G -4 r -W' 1 J/• I I ISM I I wE I 0.90 Ac. N F" l' 4 CUR KAON$ OTH TA IO N 5• w ] ]B ' 11 X0.13.00 w 1 !0•P.UE. i I 1 �'- I :N ]9.2 8 , � J \__�--________ ______ L3 __�_ ; i a N GLZS .00 ]9.p 893242 ll2 11 t♦ w ' ]4 ____i0,_____ ___-J-�/ AEM F9 %Wff[LYr I 1. 934'8 1 NBBl1♦ 94.38 `•E \\ LA - Lot A Cannon AT'eoL - " ] _ us s4 .GO ct9 T Ro33rar v 400.00• arw n.00 5,81 - i 3O.9T m 00 , 899 ID Ll t00 8.89 _______________ 2 IAS 90TI542 Lt 4 E .]5 _ (50]9,'00•E 2B&B8')MA2 CB n 1,9 9 JB ll SO w 198.02 1 �• I• ______________- _ B2. 6 1 1 4 151.4] LOT A' 7E SE O£CDED I I d 0 1 00 2 20 5&T I 7E DURHAM OFCEN HOAIC-' cn a BT29 t x45' t eMe 01NY£RS ASSOOA7iAU 1 n QO PA*Y[ 1A\F (541,d2f1-W t 1 w'W 34 L22 w 1 . �ti 1 /N /FF AMPLE PER i PER as 2&3"A.R2 9 L , SN /999 -C, -6]9L $1 II 0.84 Ac. e ;1� $ $ » 8 s �1 I 1 �- �M A- DURHAM QREEN 0.70 Ac. $ 0.71 Ac. ,; 12 i 13 I ��u 0.71 Ac. gi S 1.50 Ac. I I Planned VIM\ Development - Phase 2 rl S i !O' P.U.f. I and lot Line Add iment I I / >ra /S7 0,2 zM ru I 1 -------------- -------------------'-------------------------------------------------------------BEING LOT 1 AND "REMAINING LANDS" -J'PME 1 I I AS SHOWN ON "DURHAM HOUSE (317.00�MAz _F J PLANNED UNIT DEVELOPMENT - PHASE 37.10' / 220.OD• ' 1 Od ' I (289.08•)YAI,R2 (S03-51 -00-E 874.10')N,R1,RT 1" PER N. ]/4• FD. 1/2• REBAR-LS 1202 Y T. TAG'NOr ADRE ABLC(N) 1/ � 96 98; AOOK 138 LSO BEING MAPS, at A PORTION OF ES O.I.P BEARS A 3/4' O.I.P.-BA0.T KEIT. TO. 3/4' LD. -LS 5618 BENT nE51Fffir O (N18Z9.47'L 0.]1')W.R1 (NIST WIE, 0.32')12 LS 4202(R2) AND TIES YAP (118935TED Q4]Rmp GROUM BASIS OF BEARINGS 4 COR. 2 Q SECTION 30, T.21 N., R.2 E., M.D.M I O (S0227'10 -E, 56.57') M,R1,R2 4 THE BASIS OF BEARINGS FM N9S MM IS THE CENTERLINE x � BUTTE COUNTY CALIFORNIA OF -OAT70" NNMWAT AS ErWENGED BY MONUMENTS e VOW HERED' AS MJOD. BEARING OF SAD UNE BSMG ^ ? FOR PER 5.58,1'40'W. PA1. ��• .. LEGEND o THOMAS G. and CAROL A. DiGIOVANNI ✓ONES UE J • FWND YOIUMENT AS OESCIMWD O.I.P. OPEN AM RPE A VEN / L 0 Fg 5/8' REBAR TAO® RCE 25998 R1 RECORD DATA PER YAP BOOK 119. PAGES 90-91 N. BUTTE Cgp1TTJ N0 ar O\l FH0NEA1 ,WHIFFS , 9AIKlp15 WEll. YWVYENT A-261 O SET 3/4' W011 PIPE TAGGED LS MIS R2 RECORD DATA PER YAP BOOK 138, PAGES 08-98 ® 'Y ��20 OEQMAItON OIeK GO- G1I,FR5AA 959T] o CALCULATED PONT NOTHMMENGI EC MOD OR SET &E DRAAOE CASDIENT I EM CI PAvn (510) 595-IEW Fmi (519) 98YlII] Y MEASURE M.E WATERLINE EASEMENT C CALCULATED PUC. PUBLIC UTNTY EASEMENT LOCATION MAP I.P. MON RPE ]:( SET BUTTE COUNTY S-11 CNTERLD E YONU"EAT NOT TO SCALE SHEET 2 of 3 A.P.N. 40 -18 -°Bo ° °s' JUNE 1998 JOB Na 5957 Renk 14t /-T 7 l j \ 1 J 8 SCALE : , , B_ \ 1 —\—_ t _ �TJ' AG OV TZR I� LEGEND i EIOSTING W.U. — `9x BS "H-", SETBACK LINE 50' AG BLIT£R AGRICULTURAL BUFFER 2 I I I I • . , I VAN NESS WAY — I Lot S' (Common Area) 1 Lot A' Common o I e 9 10 11 12 l.i ---------------------------------------------------------------------------------------------- NOTES ' ' AD0177ONAL /wmw 770N SNEEr 1. TILLS SHEET SNOWS ADDITIONAL WE AVON. IS FOR NFOOIATIONN- PURPOSES ONLY. DESMONG 7. ALL HONES SHALL NAVE FINISHED FLOOR ELEVATIONS OF AT LEAST ONE (1) FO01 ABOVE THE 100 CWDnONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. YEAR FLOOD PLAYL 2 IF DURING CONSTRUCTIOL ANY AROIAEOLOOCAL REMAINS ARE DISCOVERED ON-SITE. CONSTRUCTION & INDIVIDUAL SEWAGE DISPOSAL SYSTEMS SHALL BE INSTALLED ON TE kNOMWAL LOTS. NOT IN THE SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE COINSTAIED AND A FULL EAANINATON STALL BE COMPLETED. COMMON REAS, 1 AT SLOT TOE A SENOR SYSTEM BECOMES AVAILABLE. PROPERTY OWNERS SHALL CONNECT TO DE B. WE SMA6F DEPARTMENT IMPACT FEE SHALL BE PAID IN AOC=ANCE WIN FARE ADOPTED ORDNANCE SYSTEM WITHN A TIME FRAME ESTABLISHED BY THE COUNTY OF BUTTE. SHOULD TTE ORDINANCE NOT BE EFECTIVE WHEN THE PRO[CT GOES TO THE BOARD OF SUPFRNSORS FOR APPROVAL 111E APPLICANT SIAL SNF! AN AGREEMENT TO PARTICIPATE IN THIS PROGRAM. .. WE EOISTING WELL ON PARCEL 13 SHALL OILY BE USED FOR AONOULTURAL PURPOSES ONLY. ALL 1" PER BOOK 138 of MAPS, at PAGES DWEUUNGS SHALL CONNECT TO fLBL1C WATER. 10 COMPACTION TESTS BY A QUALIFIED INDIVIDUAL OR F01.1 DATION DESIGN BY A REGISTERED OVII 0. DEVELpRWENT OF PARCELS WITHIN THIS SUBDIMSKON WILL RELWDE CONNECTION TO A PUDUC WATER ENGINEER OR ALCITECI IS REQUIRED PRIOR TO ISSUSANCE OF BIDDING PERMrtS SUPPLY. BUTTE COUNTY CALIFORNIA 6. UPON CONVERSION TO A NON-AWO0.TIRiAL USE ON THE PARCELS TO THE NORTH AND EAST ME AGRICULTURAL BUFFER ZONE MAY BE EUMINATED WTDI WE APPROVAL OF WE PLANNING DIVISION. FOR I I I I I ' ' AD0177ONAL /wmw 770N SNEEr DURHAM GREEN Plamed Unit Development - Phase 2 I and Lot Line A*abnent -----------T-- BEING LOT 1 AND "REMAINING LANDS" I AS SHOWN ON "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 1" PER BOOK 138 of MAPS, at PAGES 96-98; ALSO BEING A PORTION OF o SECTION 30, T.21 N., R.2 E., M.D.M BUTTE COUNTY CALIFORNIA 2 FOR o THOMAS G. and CAROL A. DiGIOVANNI JONES _AVENUE NorthStar D l NDXL R5 . P AH [RSI . TO OC¢MATId ONK • OFCQ CAUFWNA I50]D ENGINEERING P vv (sm) elrRe6o F„ (su) ens xNa SHEET 3 of 3 A.P.N..o-NF-060 a D/I JUNE 1998 .NOB NO 5957 13001< /44 /°BGE 49 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067-0077 Expires July. 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: . BUILDING OWNER'S NAME Policy Number E /IJO-r BUILDIT ADD ES =Apt., A t., Unit, uite, and/or Bldg. No. OR P.O. ROUTE AND BOX NO. Company NAIC Number LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):..... ( ##° - ##' - ##.##" or ❑ NAD 1927 )�ONAD 1983 ❑ USGS Quad Map ❑ Other: _ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE ,gv711e-co • &,,./ Az- rfoeon- 0o0of 84. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER I G DATE EFFECTIVEIREVISED DATE ZONE(S) (Zone AO, use depth of flooding) 500 &- -/qq 97 .5 ?a (f- A+C 16:70 ,4- 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe): ..... 611. Indicate the elevation datum used for the BFE in 69: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):!/SC7S B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Ye No Designation Date----- � __ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number&(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according .to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum f/SCr3 Conversion/Comments Elevation reference mark used ✓1S Does the elevation reference mark used appear on the FIRM? Ye o rki r) ❑ a) Top of bottom floor (including basement or enclosure) 'a ❑ b) Top of next higher floor a-3-- lt-ft.(m) �� S N. ST ❑ c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) E3d) Attached garage (top of slab) /to3 . ¢ft.(m) ° ❑ e) Lowest elevation of machinery and/or equipment servicing the building ft.(m) art ❑ f) Lowest adjacent grade (LAG) /404ALft.(m) m EXP. -7b-0 ❑ g) Highest adjacent grade (HAG) 1j.&4 . aft. (m) cf'J No. 6050 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm) TF OF rat \F�� SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. llaL�5 &050 TITLE / �,, l� sw y6-- _n COMPANY NAME ADORES `[//"" G'(7(O`� DPV� CITY STATF/� ZIP CODE 154773 893 FEM4 FoAr 81-31, AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. I For Insurance Company Use: BUILDING STREET ADDRESS (IncJuding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.I Policy Number CITYSTATq �WZO�D � Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: ----- G9. ----G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: ----- LOCAL---- LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541/, p g�lIT � (Rev. 12/96) APPLICATION AND PERMIT () `J ASSESSOR PARCEL NUMBER 040-630-001 ZONING plip - BUILDING PERMIT OWNER GAI,BRAITH, SlSdaT TELEPHONE 566-1778 SO. FT. OCC. BUILDING VALUATION 480 U 8,640.00 . OWNERS MAILING ADDRESS P.O. Box 1194 Durham CA 95938 CONTRACTOR'S NAME LTIMC WW1v N TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70-90 BUILDING ADDRESS 9500 VAN NESS WAY,—DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlides ❑ Installation ❑ Other ❑ Describe Work: NEW DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall JMthwith comply ' h tho provis' S. X Date .S�—/ — O ( _ Signat er of App icant - ❑ Own ❑ ntractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction94 of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. s0 OR ADDNS. ( & ACC. S. 3.50FT.NEW 16.80 T. gESID. MULTI -OUTLET CIRCUITS @7,50 POWER APPARATUS 8 SwaLE OUTLET CIR. Ex. Occup. OUTLET OR FWWRES 20 @ 1.00 BAL @ .50 Ex. Occup.DFlxuTi.R� ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 36.80 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc T. TYPE TOTAL FE 235.Po0 HAZ. D. FEES IMP a CDF PARC P HD This permit is hereby issued under of the Butte County Code and/or indicated above forwhich fees have By PERMIT EXPIRES O the applicable provisions Resolutions to do work been paid. Date Q /o iJ � Receipt No. 324281 $ 235.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '�`'�r s.'1.- ..1 �.,.i,^C-:.-"'91i�+C'�"�'3X"-w.��-rti..rK.;,y,�.r;,1,,,s�^-NIC.+YA�'+.,%f�+'�--�,.�,;.v�y',c7rr�'^'`+t[�5+�"n`iA"fi'!�-2+en.."ii.�•�Y'j,[°T'"'"-`^.�•'�,:.r'+Y"N'i�..f'4•t•�,,,r�... COUNTYOF.BUTTE -DEPARTMENT QELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 f PERMIT APPLICATION DATA SHEET OWNER: 1-1e)04 ASSESSOR PARCEL ER: 01/0 67, 3U ' O 01 Proposed Building Use: Pf)e+, 6,qbqa6 Building Inspector: Date: At time of permit application, I was ladvi44d the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .----------------------------------------------------------------------7-------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- � Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngmeered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------- ❑ 3. Flood elevation certificate. ---------------------------------------------------------------- i Sanitation and plot plan. approval Health Department. ------------------- s ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- 1117. --------------------- ❑17. Planning approval for (A) Use: (B) Parking: - ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). - ❑22. Workers' Compensation carrier and policy number. ------------------------ 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). --- 1124. Letter of signature authorization.---------------------------------------------- E125. --------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------- ❑ 26. Letter of intent on building use. ------------------------------------------------ ❑ 27. Manufactured Home utility clearance. ---------------------------------------- 028. Existing violations and/or expired permits. ----------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: en you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. UTelephone 5'66- l 7 75' and hold for pickup at office. ❑ Deliv *"Iffihector.' Applicant: Date: (9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by 'Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 a Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT A.tistORrMCdrR1�a� _ O _ 20141° BUILDING PERMIT owTtR 'm"O1� SO. FT. OCC. BUILDING VALUAT ON ow►aoT� MAUTa OOtf "cTOR1 win Tua+aNa ooNrRACTOR� MAuw Avow " OOTITa XTm woof umon MMWO MOMS Fireplace Total Valuation = #^me T OR O101NM Filin Fee $ 20.00 AROWMCT OR omwEM'S MMJNO ADOW" Permit Fee $ Q �' Plan Checkin Fee $ $La All Energy Plan Checking Fee i V $ PERMIT FEE _ ! WT "M tU°D"1°1DN°� FAKEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat um water heater 23.00 SF O Duplex O Mobilehome O Other Water piping 15.00 t°W"' Each as water heater or vent .00 TYPE OF WORK Gas piping tem 1 - 5 outs 15.00 New O Addition O\ Remodel O Uh'Gties OI InsWiatlon O Other O Buildingsewer 15.00 Gq(,4aP Mobile Hom S`I GI W1 @20.00 Describe Work: lie(.,) 0,014eV P({ PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service aoow o�R use 23.00 n Service 20" To 1~ 46.00 coraT. DWELU o occuv. 3.5tsa i ACC. R. o. ' MuuFOUTLU @7.50 MID IRCU /•�/ POww APPARATIA � SNOLE OUTLET 010. .00 rEx.Occup. OVTLET OR FOCTMFi y� �.� 11 Occup. rxmEts Es1o.oFa 5.00 m ore Service 23.00bile Home Facilities 20.00c. Wiring 23.00 PERMIT FEE _ *PERMIT FEE PAID MECHANICAL PERMIT Filing Fee 0.00 Heating SRA Cooling SHERIFF Hood 6.50 Ventilation OTHER $ PERMIT FEB f Y Moble Home Installation Fee $ Energy Inspection Fee Is O0 CONST' TYPE TOTAL FEES 3 AMOUNT RECEIVED $ N"Z °�'�a '"° "°°° `OF PAA& I `O This permit Is hereby isaued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON n 0 E.M. U E RNLY -Riot Plan Attached Floor Plan Attached Sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public is Private Well Clearance for ataattirrg-. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEFARTMENT`OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF',5 " °DETACHED AC'C'ESSORY BUILDING PN:ONE: BUILDING PMT. # oyO-63o-�d� OWNER: (`t J'LVn/NP 1Te Go PHONE: S-6 4 MAIL ADDRESS: _P, O , QyC ) I q q �i yr -64 . c ?U -2s 8 SITE ADDRESS: y ) 0 Vq h AJas-r bja' z A (-.9 9J 918 PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: x_ 4. Will the public have access to this building? Yes: No: x 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: _ SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: x 13. Will the proposed structure encroach within any recorded easement? Yes: No: x CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: No: X 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. / What type of floor covering will the building have? _ C ooz r-ek 20. What type of wall covering will the building have?> �T)iUvp,) p(p) And- I Aa, 1C' (&-P4idP) 4 ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require ermits from the permitting authori I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: UG I A%-UtK. WtlZ WA 7n998 NOTES ®e-1 RESIDENTIAL 9 q a-5 ?t) PERMIT N( 04A-63=0=001_ BPEM �— GALBRAITH, Stewart & Lynette„ 9500 Van Ness Way.lot'l,. Durha (new single family)4' Z f9�(J' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ; USE PERMIT -CON DITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature V= OK 0,= Not OK = Not Applicable = Not Ready MOENLE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Card B-1 7. Well Clearance & Disconnect 9. 8. Utility Clearance Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- RHrs.- Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI .• 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater - 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable = Not Readv RESIDENTIAL (Single & Dupl Date Anderfloor (Plans) OK except #'s tg., Main; Soils-Elec. d.-/ /" Ftg. Depth V,Pg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped Sjwmwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab teel-Wrapped 8. P5;& -Fireplace Ftg.-Steel 9 W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ip,15meter Pipe; Test -Anchors -Regulator -Service Test 1 ..;electric Underground 13.% enums & Ducts; Clearance -Material -Support -Ins. 14. Xrders-Sills-Anchor Bolts-Joists-Vents-Crippies 19'/Access & Ventilation 16.. Insulation Date Card B-1 &A Date Card B-1 Date O Card B-1 Date Card B-1 Date BING (Permit) OK except #'s r Htr.; Vent -Access -Combustion Air Baffle 1 r Pipe; Test & Anchor -Nail Protection .V.; Test Fittings & Anchor -Nail Protection %/ 261."S er Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access gp,4as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1) Date Card B-1 o Date ELECTRICA Permit) OK except #'s 23. F' Lure ansformer Clearance -Ins. Protection EI . eceptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled . Xmex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al In ted Neutral ❑ Yes O No Service;j5her Conductors & Ground Main Disconnect 32. Equ' . Clearances Panels-Motors-Mech. Equip. 33. othes Closet Light -Shower Light -Spa Light Smoke Detector Date G1 TV1 po Card B-1 0'4" Date Card B-1 Date 5A 1/L90 Card B-1 ao Date Card B-1 Date Pff61JANICAL (Permit) OK except #'s Ducts Insulation & Support ant Fan, Exhaust atpve insulation ondensate Dqairll Overflow, Size & Grad (_3M Furnac - ss -Com it-Retur it Vent 1 Al<uf I, tic Access & Platform if Furnace in Attic Date o Card B-1 f4p Date Card B-1 DatAy5a 1 04 Card B-1 M Date Card B-1 Date RAM NG (Permit) OK except #'s Sit oper Materials & Anchors 4 a Studs -Nailing Spacing & Braces -Plates -Sound e alts over Girders & Floor Nailing r top in Walls (rat pr of) Fire Stops, Furred CV1 Ings -S irs-Chasers-T 4 eaders & Beams -Size & Bearing Date FRAMING (Continued) AWlin Joist-Rffr. Ties-Purlin-Roll Brac.-Tr-StWg.`Rfn92 fireplace Ties or Type A Flue -Fireplace Throat Clearance A is Access; Size & Romex Protection -Draft Stop -Ins. Baffles B m. Windows or Exiting Doors -Sill Ht. & Dimensions (tWGaraqe'fire Protection Fr firewall & Openings EDoors-One 3' Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection I d on Roof Overhang -Attic Vents -Rafter Outriggers i _ iding-Nailing Veneer h -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic Shear Walls; NWg-Bolts _ 60. Brace Interior/Exte 'or Panels ` h .i aj 61. Insulation -W -Ceilings " 90'lnfiltration-Walls-Windows Date Card B-1 Date S)— D u Card B-1 fl.V Da oo Card B-1 Date -Co Card B-1 Date AL (Plans) OK except #'s xt. -Door & Sidelight Protection -Landings &5. -Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 67. G. Bath Fixtures & Tub Access -Spa Ele rim & Subpanel, Breaker Sizes & Labels r,evrace o_Stove, Clearance -Hearth Xe'Elec,015'flets at Wood Panel, Int. & Ext. it. Fixt ppliance; Ground -Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter 4. a Fire Door; Swing -Landing -Closure A.C. in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G age; Above Floor-Mech. Protection f7 --ft., Elec. & Mech. Agio. Listed for Location 78. ec eceptacles in Gara a F.I.)-Romex Protection nsulation- Foam- Looked in A ' c Construction -Post Caps dn. VBents & Crawl Hole Door Drainage ,& Wood -Earth Clearance Looked under Floor s 82. Following Instld./Drive 0 Yes Cl No/Walks ❑ Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrial-Plumbing 85. Vents AbqYe Roof, Plbg-Applian - ep ace -Clearance to Openings 86. W Well, Disconnect, Electrical, Plumbing Ext! ' r Elec. Trim, G.F.I. Receptacle -Underground en ' ion Throughout House 49,f!Gor ctions from Previous Inspections as Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates dressPos Date mel Card B-1 Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER-DEPARTMENTA,,I, MEMORANDUM a Vv TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: ` RELEASE ENV. ALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP##: _�(� 63O `, �iM 1 DDRESS/LOCATION: A Comments: % - GL/memos/releasehold Ijt ' COUNTY OF BUTTE BUILDING DIVISION bEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE;' . f '= OWNER PERMIT NO. r; A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G Date i Inspector it? REV /92 -+ - ::;.; :, COUNTY OF BUTTE BUILDING DIVISION r . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 F 7 County Center Drive • Oroville, CA • (530) 538-7541 Y' CORRECTION NOTICE nz OWNER PERMIT NO. CL A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please coWact this office immediately COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 C(} 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 12s -ora OWNER PERMIT NO. A routine insp ction indicates that the following violations of butte county Ordinances exist at the above add ss and should be corrected. Please notice this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, pleas Contac this office immediately. Date REV Inspector_ it -,4 Ik-:.�'�'" w`�'. 'y4"'�.`a`I Y:y..,,�'�".`= �iy:Y,;;T,.tT_MFi.`.:7t'/a�.:f"L'-�-: •�aFy`_ - �; ry' N` ;�w�x'r+R�._'?�:��:k�ey COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Inspector zz 1Z :3 COUNTY OF BUTTE . BUILDING DIVISION .� DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _ �'A L AIZAI Tyr OWNER PERMIT NO. - - ";c A routine inspection indicates that the following violations of butte county Ordinances exist at the _s above address and should be corrected. Please notice this office when correction of work is ' completed. If,you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. DateO-7- v " Inspectoi REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS �/� (.S �e ❑ P.O. BOX 854, WEST SACRAMENTC, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 - l �� I ❑ P.O. BOX 9651, FRESNO, CA 93793-9351 LIC. #202026 w� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 �� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF: INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R — VALUE APPLIED MIN. INSTALLED R — VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED = THICKNESS I KNEE WALLS IF R-VALU I THER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTUREam R W R GRACE THIS IS T C IFY THAT I ULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL TANDARDS AND REGULATIONS. SI NATUSULATI CONTR TITLE DATE MANAGER SIGNATU NERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 6 ' 7 Co6nty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 15/96) � L APPLICATION AND PERMIT ly -26 ASSESSOR PARCEL NUMBER� a � _a_ � ZONIN UD BU I LDING P ERM IT OWNER GALBRAITH, STEWART & LYNETTE 'Tr -'-+553 SQ. FT. OCC. BUILDING VALUATIO 220 R 173 880.00 .OWNER'S MAILING ADDRESS BOX 1194, DURHAM 95938 P.O.r 776 U 13 968.00 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $197.49 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 98250 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 638.6 BUILDINGADDRESS 9500 VAN NESS WAY, DURHAM Energy Plan Checking Fee $ 23.0 $ PERMIT FEE $ 1,664.1 LOT NO. 1 SUBDIVISIONS NAME DURHAM GREENS P c Mme_ PLUMBING PERMIT Filing Fee 20.00 Each Trap 1.41 7.00 98.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W@20.00 HF! PERMIT FEE $ 172-00 ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service zo.A OR LESS23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: '❑ 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. .q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCUOOOA NEW coNsr. DWELLING occuP. 3.52SFr°: C � W: OR ADDNS. ( 8 AGC. BLDS. T. NON-REOSID MULTI.OUTLET 97,50 a sINOLE RAounEr cIR. 20 @ t.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .so OR AEk 5.00 Ex. Occup. oFlx s � ) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 182.36 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 . Heating 3 43.00 Cooling2 15.00 30.00 Hood 6.50 Ventilation 22-90 PERMIT FEE $ 124-0 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that lt I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall thwith comply wi tho pro isions. / Date �/ _%t7 �%�/ Applican - )kOwner ❑ ontractor ❑ Agent HAnOSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Enrgy Inspection Fee $ ( c ST PE TO AL FEE $ DFEES M O COF PAR HD SUE i' i C This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 2 PERMIT EXPIRES ON �l 9la1 Dafe ReceiptNo.,S'CJ 7% a. L{ s�f?i(� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD- APPL CAS I F COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville. California 95965 - Telephone (530) 538-7541 PERMIT NC (Rev.1V96) w• APPLICATION AND PERMIT A.scssoR►ARcdNLAreL9t D ` ti — D� �� BUILDING PERMIT OCCU otmer OR FOnURE9 o I'W L .00 EX. M 7 ' i C T�pNs SO. FT• OCC. BUILDING VALUATION 77 Fireplace Total Valuation i owNERs ADORLas OONTRACT mS NAI! TEbNONE OONTRACTO R1 NAPM ADORM CONSTRUCTION LOWER LOCI" MMUNe ADDRM ARCNm:crORENOueeR Lx est �' FGn Fee $ 20.00 AACMTECT OR E+oiNE I MAL1No ADORESs wiLDlNo Aoo SOU �.s Permit Fee Plan Checkin Fee $ Energy Plan Checking Fee $ 23. $ PERMIT FEE S �, 3 LOTNO. SLOONELON7NAL! PARCH yM PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SIF 600 Duplex O Mobilehome O Other 1pmry Each Trap 7.00 0 — Solar or heat Pump water heater 23.00— Water piping 15.00 , Gp TYPE OF WORK New/dition O Remodel O Utliges O tLsialation O Other O Describe Work: `S �' s Each gas water heater or vent 15.00 o a Gas piping stem 1 •5 outlets 15.00 .p Building sewer 15.00 Mobile Home S G W @20.00 (R I v PERMIT FEE S ELECTRICAL PERMIT Main Service ---v ORLas�s tow as a Main Service 200A TO 1000A Fee 20.00 23.00 ;Z3, tb 46.00 1.50 6 �\ OCCU otmer OR FOnURE9 o I'W L .00 EX. M /( Ex. Occup. =4 FSID. Fw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 82.84 MECHANICAL P RMIT Fling Fee 20.00 Heating ;Z j, a P e/s, ao Cooling Hood 6.50 Ventilation PERMIT FEt $/Q - Mobile Home Installation Fee I $ Energy Inspection Feeq4, qjSq,6. u� q occ CONST. TYPE TOTAL FEE $ (R I v L631IUZ. 1 0. FEES IMP Roo, c0F PARCEL W 1651.E !� / This _ 1 permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for fees Z which have been paid. By Date PERMIT EXPIRES ON •rol , 1f'H'Y.1/'� : .'vl ..Y � v T �Iw 1� �.rrK �, t ,K • r! - -. � - , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ijrlz 09 A ro-I t 4_ ASSESSOR PARCEL NUMBER: O d — /go - C>6 I L-.,¢ Proposed Building Use: , S'rZ� Building Inspector: , C'J= Date: At time of permit application, I was advised the following data must be submitted prior to pe processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ &an factured Home data and installation instructions including Tie Down Specifications.------------------ sof$----------------------------------------------------------------- act fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 1 alifornia Department of Forestry plan approval/fees. --------------------------------------------------------- ood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. ------------------------------------------- �❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: 0):::� (B) Parking: _ 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. K19. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on 02.1jjontractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. ----------------------------❑22. Workers' Compensation carrier and policy number. ---------------------------------------------------- '� ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- .4,.,,Letter of signature ❑25. Recorded copy f Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ----------- ----------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: lr.. (Date) Zephone you issue the permit, process as follows ❑ Mail to owner, ❑Mail to co tractor. �� ' 277! and hold for pickup at Q ro I/ -I office. 0 Deliver wi inspector. Applicant: , eAA,_Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme t, Other:j-& Date: By: /1 -/U —1?9 1. Index permit application for the above items numb red: JOG❑ Plan Check List 2. Additional items required: L - - `I, &L6C Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mair, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, V Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ' 'lDate: Contractor, designer, owner, was adviwd of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by d Date:? -O /y Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ted- -$ _&C Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan A od San to 6.0 / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location /*If AP# Plan Approved for: Sewage Disposal Water Supply: Public e,� Private Well Clearance for , dwellirtg. Other Hold final for: Final clearance O.K. for: NOTE: A >71P' Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNERdIL a .1 6 Hca PROPOSED BUILDING USE t DING PERMIT FEES alance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ �- Revised Plan Checking Fee ....... $ OOL DISTRICT FEES r4"4.11 (paid at District Office) _J4, RIFF FEES (paid at Bilding Division) Residential ........ i x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. _06RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # ®Yo .- /SO " b 61Ptof DATE RECEIPT # DATE REC '-O 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICA—NT-2 _ DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) utte t L A - —ts BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: 19161 538.7541 FAX: 1916) 538-2140 FAXNUMBER(916) 538-2140 To• ( Number of pages: Attention: Date: Phone Number: FaxNumber: Regarding: e Sincerely, Linda S xton APN: 040-180-061 -- Plancheck Comments Galbraith Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. 3. O.K. 4. When computing the overturning force at the lower level, apply any uplift from overturning forces that occurs at the upper level. Show detail of how the rim joist is connected to the wall below. Also describe how the rim joist resist uplift. 5. O.K. 6. O.K. 7. O.K. 8. O.K. 9. O.K. 10. O.K. 11. O.K. Mhr-bl-01 04:02A P.Ol PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. Owner's Name: _ 6a 1 j_r4l �y Received By: Date: A. P. #: Permit #: Time: ContactPhoaeNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspe/ctoes Name: t- Requested By Plan's Examiner -Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a. stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir Additional fees may be due based upon complexity and time involved to process this submit, Additional Fees: Receipt #: GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (530) 894-5719 1-25-00 Plan Check Response, Structural APN 040-180-061 1. Letter attached. 2. See note on sheet 5, right hand side. 3. Noted. 4. The overturning forces from the upper floor panels have been resolved by strapping them to a beam or rim joist below which has the capacity for this load. 5. Calculations for these beams added on sheets 11-14 of calcs. 6. Detail 11/A10 has been added to show shear transfer at second floor level. CSI straps have been added at discontinuities in second floor diaphram. The other details are on the plans to show shear transfer from the roof to the foundation. The calculations appear to be complete as far as sill nailing, A35 spacing, etc. 7. See calcs sht. 15. 8. See footings added to foundation plan at these locations. 9. See notes on foundation plan and section A/8. 10. See detail 10/A10. 11. See revised detaila. GREGORY* A. PEITZ .ARCHIT.E.CT 383 RIO UNDO AVE.,. CHICO CA 95926 (916) 894-5719 Structural Calculations For: ��.. AR�ti% . . �C�'' �►� p Y 4e * ONO. C.212 93 U.N. . ��' i l}. LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs I WALLS P=.62* 1.3* 14.5* 1.0=.0117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P=.72* 1.3* 14.5* 1.0=.0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft; P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 =.01 I ksf. @ 25 ft. ' P=.76*1.0*14.5*1.0=.011 ksf @30ft. _ ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5 * 1.0=.010 ksf @ 15 ft. P=.67 * 1.1 * 14.5 * 1.0=.011 kst @ 20 ft._ P=.72* 1.1 * 14.5 * 1.0 =.012 ksf @ 25 ft.. P=.76 * 1.1 * 14.5 * 1.0=.012 kst @ 30 ft... Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load -26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding 22-741. 50 SHEETS AMVAD• 22-142100 SHEETS 22-144. 2C0 SHEETS Ga (� J Fta--�14 � A W \17 iA . �� -k V Q O V IN w/ /� (✓J - Cj' d v �s n S k3l/ r h SP e c jr it y ool N0.00 NN_ V)0 LU &U b -/ z�x Imo, R6 12 c. 2o^ V1 N N c�00 11 rr. - r a �._- ---- ---- c,r el n n /1 = IS% -' C��/'Ll � � �7 1 C U` �l• > i' (37/2 l��r�l)'• U 2 �o) 2, . q � K+,i Q' 3 "2-141 =0 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS o 3 �l � � N i w W N . n �v o � z NJ \ V j O � -C NJ "2-141 =0 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS o 3 �l N i w W . n o � z 5HEARNALL 5GHEDULE 5YMBOL 5HEARNALL 51 ANCHOR A� NAILING 50 -LT -5 C-., L- F 3/b"GDX PL"rHD. W/ O.G. Ibd ® a" O.G. 60" O.G. 32" O.G. Qad's 3/a" GDX PLYWD. W/' ® 6 ", 12" O.C.- 16d ® 6" O.G. 44" O.G. 22" O.G. .C.3/b" 315"GDX PLYWD.' W/ ad's ® 6",12" O.C. 16d ® 4" O.G. 34" O.G. 16" O.G. 3Q Qad's 3/a" GDX PLYWD. W/ ® 6 ", 12" O.G. Ibd ® 3 1/2" O.G. 24" O.G. 12" O.G. I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. PIR, TYP. 2. NAILS MAY BE BOX OR COMMON NAILS, TYR, U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. 22-141 50 SHEETS 22-142 •100 SHEETS 22-144 .200 SHEETS .n fA J1 Irk t v - ..ter _... _ ...... _ . - _� . _ ....1 '- '- •. - - - - - - ' - •C - _ - _ _ .. _ ..�_ i �-.:c-. . _ _.,.��F +- =t: - 1 - " tn in 4n W W W W W 'W XWN1 N0 LnSo C4. vva N N N P.v tl 22-141 50 SHEETS C 22-142 100 SHEETS 22-144 200 SHEETS `3 n . r Vr t y 'J tl 22-141 50 SHEETS C 22-142 100 SHEETS 22-144 200 SHEETS At .. W W W W zxa /c, cow moo C4 y H H N N N N eJ �3 `1rr gam% 1-- %l4 3,0-fL46o't C;% � f -"Z.1 Or 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS r � e s �• 4 n y Ck QL tA 0 rl d V) 1 U J � e s �• 4 n y lq l /SIE ooI'Z. �j�n. � See o[rq #,a *pow. I b w Sco 14 to FL 0 U z � ��. '� Z p p_ (-s,� 7,77777 ' CZE �z> CsC)) s 2= - �✓ - �- C� ).Cid) � (1 r� ( � s.e.� 8� )- 118' P Cr= /Z ** UNTITLED ** Jan. 19, 2000 *******.********************** Beam 2D v3.x Beam length = 13 ft MATERIAL PROPERTIES VSL: Modulus of elasticity = 2000000 Ib/int Stress limit = 2000000 Win CROSS-SECTION PROPERTIES 3.5 X 11.875 VSL: Moment of inertia = 488.4135 in".4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 int EXTERNAL CONCENTRATED FORCES P: 750 Ib at 0 ft P: -750 Ib at 3 ft P: 750 Ib at 9 ft P: -750 Ib at 13 ft UNIFORMLY DISTRIBUTED FORCES ROOF: 506 Ib/ft at 0 over 13 ft z SUPPORT REACTIONS 14 �, J R1: Simple at Oft Reaction Force =-3692.846 Ib R2: Simple at 13 ft Reaction Force =-2885.154 Ib MAXIMUM DEFLECTION *** .343113 in at 6.677406 ft _ .L/y S No Limit specified - MAXIMUM BENDING MOMENT *** 11225.41 lb -ft at 7.298115 ft . �j Z- �� ✓ MAXIMUM SHEAR FORCE *** -3635.154 Ib at 13 ft i 8 ? '7 w MAXIMUM STRESS *** Tensile = 1637.568 Ib/int No Limit specified Compressive = 1637.568 Ib/int No Limit specified 13 ** UNTITLED ** Jan. 19, 2000 ***************************** Beam 2D v3.x Beam length = 13.7 ft MATERIAL PROPERTIES VSL: Modulus of elasticity = 2000000 Win' Stress limit = 2000000 Ib/in' CROSS-SECTION PROPERTIES 3.5 X 11.875 VSL: Moment of inertia = 488.4135 in"4 Top height = 5.9375 in . Bottom height = 5.9375 in Area = 41.5625 int EXTERNAL CONCENTRATED FORCES BEAM 1: 3693 Ib at 1.7 ft UNIFORMLY DISTRIBUTED FORCES FLOOR: 525 Ib/ft at 0 over 13.7 ft SUPPORT REACTIONS *** R1: Simple at Oft Reaction Force =-6830:995 lb R2: Simple at 13.7 ft Reaction Force =-4054.505 Ib MAXIMUM DEFLECTION *** .5542474 in at 6.633056 ft t/217 /3 7/ c, L No Limit specified MAXIMUM BENDING MOMENT *** 15656.2 lb -ft at 5.977132 ft MAXIMUM SHEAR FORCE *** 6830.995 Ib at Oft < 78 MAXIMUM STRESS *** Tensile = 2283.935 lb/int No Limit specified Compressive = 2283.935 Win No Limit specified Shear (Avg) = 164.3548 Ib/int No Limit specified r ** UNTITLED ** Jan. 19, 2000 ******"********************** Beam 2D v3.x Beam length = 14 ft MATERIAL PROPERTIES VSL: Modulus of elasticity = 2000000 lb/in'- Stress limit = 2000000 lb/in' CROSS-SECTION PROPERTIES 1.75 X 11.875 VSL: Moment of inertia = 244.2067 in^4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 20.78125 in EXTERNAL CONCENTRATED FORCES P: 1000 Ib at 0 ft P: -1000 Ib at 3.7 ft P: 1000 Ib at 10.3 ft P: -1000 Ib at 14 ft UNIFORMLY DISTRIBUTED FORCES WALL: 118 Ib/ft at 0 over 14 ft SUPPORT REACTIONS *** R1: Simple at Oft Reaction Force =-1083.967 Ib R2: Simple at 2.7 ft Reaction Force = 122.2955 Ib R3: Simple'at 11.3 ft Reaction Force =-1914.962 Ib R4: Simple at 14 ft Reaction Force = 1224.634 Ib MAXIMUM DEFLECTION *** 9.965281 E-03 in at 7.743138 ft �- No Limit specified � z 3r- rMAXIMUM MAXIMUMBENDING MOMENT *** 9 8 �� -1036.621 Ib -ft at 11.3 ft MAXIMUM SHEAR FORCE *** 3 9y 8 -1371.728 Ib at 11.3 ft GREGORY A. PEITZ ARCHITECT t907 MANGROVE, SUITE "E", CH11�0 CA 95926 (916) 894-5719 PROJECT: -17W J I have reviewed the truss submittal for the above project and all loading design criteria have been met. AGregoryA. Peitz Architect ��'•"'Y,l-11`f1��.(�4-ro1L1..r, l�ty�i`T'7�]...,rr'St`-•'4�tlhfN'ivtn%r�``Y�-r,...W..,..tYn�7��.......yh+�..r �� .. `t. 1v'4 ti. -'.� . +...� `- •+ �.i �..r ,... f �-.:, �.r Y _ BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s):�0"d CP Property Owner (s): GC, -=1,D r Gt / Project Location/Address: q:5.0 0 Subdivison Name: AkkkI1171 6 .Pgf2S Assessable Square Footage: Type of Residential Development (check one): New Development U Afteration/Addition U Mobile Home (s) U Non -Residential to Residential C�K�� - /.Z;? / _197� Building Division ep esentative Date Durham Recreation and Park District (DRPD) certifies that im .SUrmin,5 050 Applicant Name Applicant Phone Number, ✓ I P lt)' Street Address hl ed e� 47559 2-f- City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for �3.TX0 square feet at $ 1.04 per square foot for a total payment of$313Lq'9.8s0 DRPD Representative. PAID .BY CHECK No.: 2, 24 5� BANK No.: 90 - y zQ 2. - PAID PAID BY CASH: RECEIPT No.: yd 9 g Remarks: —g�0 Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION 0 �^ �• �35� p�UIID-To-.LIN� .Pu,tzN/- M W,4• T P- A- - i i V1 _. Soo -C-140L. � TANK �I 4 I 35 �.o..: APPROVED M I Z Butte County N 1 I o Environmental Health r@ r MAd.N rd L19rz.-5 I _ i Environmental Health DEC 2 01999 Chico, California � S BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number /�� +/0 (5 ~/f� CO / v Jurisdiction: City County Property Owner a inQ Property Location/Address -/ 500 V 44 SS wGQ,c = Subdivision �l� i'l��Q/%! 6r -",e7 S Lot No. Residential Development Commercial/Industrial i d �-1 No of Living Mobile Home Units Installation � y h New Addition Building DepartmenCRepresentative Addition/ 'Supplemental to Conversion Permit # '(No foundation inspection); l................................................................................................................... i t. 4. rioor runs reviewea oy acnooi uistnct rersonneo Sq. Footage .1 .2 AO (Group R) $q i Foi)tage (Including Exterior Roofed Areas) Date District Identification No. Q I 'SLA Yryl 1 r n^/ School District certifies that ( pplicant) we (Street Address) (Phone Number) (City) (State) (Zip Code) //has complied with the requirements of Resolution No. !o — by payment of $ Q? r representing 540K 47-1%.-F square feet. School District Represe4itative AB 2926 $ FULL MITIGATION $ Date Paid by Check ar -7441 Remarks: �/ �sl -(h Prrr� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If; subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California.Environmental Quality Act (CEQA), this'project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 110/98)dmm { GREGORY A. PEITZ .. ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: ;{M ACCS ic(P �50AR�y/� ) R Y A. ♦t ONO. C 21283 RE�� 'F C A LOAD SUMMARY Wind Analysis Normal -force method, exposure B, .75, mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .01 17 ksf @ 15 -ft. P =.67 * 1.3 * 14.5 * 1.0 =.0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =36 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf. @ 25 ft. . P=.76* 1.0* 14.5* 1.0=.011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5* 1.0=.010 ksf @ 15 ft. P =.67. * 1.1 * 14.5 * 1.0 =.01 1 kst @ 20 ft. . P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft. Seismic Anal Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = ..20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf. live -load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior -walls: 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding fA V)10 W W W W W W AfnW moo 4N C4r. v vva NNCI 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS rt V) Icy- - v It V)4Atn W W W W WW IIx Ln'A$A moo -r avv N N N 4 Ito, 3 S 3'71 Soy 3 Le 7 levo ►'^ U IS A. LCL,& L- /z., i`i- 3 �Al8 (Z)(y.;IA. towEr,- L;-zvrL- 0)r7. f Zlo3K= <y�Z,IP C%'5�, C SHEARNAL.L SOHr- DULE 5YM50L 5HEARNALL 51 L ANCHOR A53 NA I L I NC BOLT -5 LF Qad's 3/6" GDX PLYWl2. W. ® 611, 12" O.G. 16d ® a" O.G. 60" O.G. 32" O.G. Qad's 3/a" GDX PLYWD. W/ ® 6'% 12,' O.G. Ibd ® 6" O.G. 44" O.G. 22" O.G. A3 3/5" GDX PLYWD. W/ ad's ® 6", 12" O.G. Ibd ® 4" O.G. 34" O.G. I6" O.G. A4 3/a" GDX PLYWD. W/ 6", 12" O.G. Ibd ® 3 1/2" O.G. 24" O.G. ad's ® I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. PIR, TYP. 2. NAILS MAY BE BOX OR COMMON NAILS, T`r'P., U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. W W W W W W xxx w w w 000 woo r N vav N N h N 04 N ps V) 4A 4n W W W W W W '`77 Vf N N coo C4 17 r �cva C4 04 C4. — a Jvv� r-- F3 = '�j• ZZ``-✓4�? A v W W W W W W '__ inV)in coo LM O O rr C. C4 Rt va^ AAA N N M t 10 1,7 vT s ,3zg (�� Z�95-�- 0 7- L 2 m.. tntA4A I. - p- I.- W W W W W W xxx 4A N in goo C4. C4 14 ^oa rrr nrr Z z. Cg' R- GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 i , • Structural Calculations.*' For: AR�yi �r No.'C 21283 REN.� F O� C � LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQsI WALLS P=.62* 1.3* 14.5* 1.0=.0117 ksf @ 154. P=.67* 1.3* 14.5* 1.0=.0126 ksf @ 20 ft, P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72* 1.0* 14.5* 1.0=.011 ksf.@ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft.. P=.67*1.1*14.5*1.0=.011 kst@20 f.. P=.72*1.1 *14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft.. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with• 1 -coat stucco or siding CA N_ d �@4."� j n � � s p 22-142 1.00 SHEETS 22-144. 200 SHEETS "^ 22-741 30 SHEETS �aMvao 22-142 100 SHEETS 22-144 200 SHEETS IT i `� ✓ o a va Ulf I i 22-"" .0 S}?EETS 22-142 100 SHEETS 22-144 200 SHEETS i;�) s_I 5YM5OL A 5 SHEAi?NALL 50HEDULE 5HEARNALL 51 LL ANCHOR A!55 NA►ILINO B0LT5 C.�,F 3/8" GDX PLYWD.'•W/ Ibd ® Cl" O.G. 60" O.G. 32" O.G. 8d's ® b", 12" O.G. 3/8" GDX PLYWD. W/ Ibd ® 6" O.G. 44" O.G. 8d's ® b", 12" O.G. 3/8" GDX PLYWD:• W/ Ibd ® 4" O.G. 34" 0.0• Q3 8d's ®6", t2„ O.G. • . 3/8" GDX PLYWD. W. Ibd ® 3 1/2" O.G. 24" 0.0 Q8d's ® b", 12" O.G. I. SHEARWALL FRAMING MAY BE DOUG.. OR HEM. FIR, T -T -P. 2: NAILS MAY BE BOX OR COMMON NAILS, TYP:, U.O.N. . 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDOE5 BLOCKED. jlo 22" O.G. 12" O.G. 22-14150 SHEETS 22-142 •100 SHEETS 22-144 .200 SHEETS 22-141 50 SHEETS amvao 22-142 100 SHEETS 22-144 200 SHEETS WW W W W W Vf VI N goo ^n peva C4C4r 0 l�� = Z, .-z,1-- l �.s -. 5;;y �t X1,51 Gs/co s1rG `I� Jovz -A4nW W W W W W W V#AIA moo N of AAA N N N r 1Oya 2� z.k y; ss77�7/ i -77 ,2(97 � W W W W W W VI V! 1/f tnoo C4 vad cv cr Cv N N N (0) /ql ✓�jrc co Ft-- o o 9 rrr . ` See. oC J l r4 . I �• Z ,•BJP G�Cwi . � '�j p � ... All Ld C) 5c�? o �2 Q T re, LAS P = .151 �) - �z)Cs'� 6 �: 7,T / 6 Pf>=_ I ** UNTITLED ** Jan. 19, 2000 *****""""******************** Beam 2D v3.x Beam length = 13 ft MATERIAL PROPERTIES VSL: Modulus of elasticity = 2000000 Ib/in' Stress limit = 2000000 Win CROSS-SECTION PROPERTIES 3.5 X 11.875 VSL: Moment of inertia = 488.4135 W14 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 int EXTERNAL CONCENTRATED FORCES. P: 750 Ib at 0 ft P: -750 Ib at 3 ft P: 750 Ib at 9 ft P: -750 Ib at 13 ft UNIFORMLY DISTRIBUTED FORCES ROOF: 506 Ib/ft at 0 over 13 ft' / 1 SUPPORT REACTIONS *** 14 0 1- R1: Simple at 0 ft Reaction Force =-3692.846 Ib R2: Simple at 13 ft Reaction Force =-2885..154 Ib MAXIMUM DEFLECTION *** .343113 in at 6.677406 ft No Limit specified MAXIMUM BENDING MOMENT *** 11225.41 Ib -ft at 7.298115 ft 9j Z �� ✓ MAXIMUM SHEAR FORCE *** -3635.154 Ib at 13 ft < -7(3 MAXIMUM STRESS *** Tensile = 1637.568 Ib/int No Limit specified Compressive = 1637.568 Win No Limit specified A3 ** UNTITLED ** Jan. 19, 2000 *********"******************* Beam 2D v3.x Beam length = 13.7 ft MATERIAL PROPERTIES VSL: Modulus of elasticity = 2000000.Ib/int. Stress limit = 2000000 Wine CROSS-SECTION PROPERTIES 3.5 X 11.875 VSL: Moment of inertia = 488.4135 in^4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 int EXTERNAL CONCENTRATED FORCES BEAM 1: 3693 Ib at 1.7 ft UNIFORMLY DISTRIBUTED FORCES FLOOR: 525 Ib/ft at 0 over 13.7 ft SUPPORT REACTIONS *** R1: Simple at Oft Reaction Force =-6830.995 Ib R2: Simple at 13.7 ft Reaction Force =-4054.505 Ib MAXIMUM DEFLECTION *** .5542474 in at 6.633056 ft - /2 17 7- 7/ L No Limit specified ..MAXIMUM BENDING MOMENT *** 15656.2 Ib -ft at 5.977132 ft f' %, Z-1 e, •,� MAXIMUM SHEAR FORCE *** 6830.995 Ib at 0 ft < 79 MAXIMUM STRESS *** Tensile = 2283.935 Ib/int ' No Limit specified Compressive = 2283.935 Wine No Limit specified Shear (Avg) = 164.3548 Ib/int No Limit specified I C( *" UNTITLED ** Jan. 19, 2000 *******************"'"******** Beam 2D v3.x Beam length = 14 ft MATERIAL PROPERTIES - VSL: Modulus of elasticity = 2000000 Ib/int Stress limit = 2000000 Ib/int CROSS-SECTION PROPERTIES 1.75 X 11.875 VSL: Moment of inertia = 244.2067 in^.4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 20.78125 int EXTERNAL CONCENTRATED FORCES P: 1000 Ib at 0 ft P: -1000 Ib at 3.7 ft P: 1000 Ib at 10.3 ft P: -1000 Ib at 14 ft UNIFORMLY DISTRIBUTED FORCES WALL: 118 Ib/ft at 0 over 14 ft SUPPORT REACTIONS *** R1: Simple at Oft Reaction Force =-1083.967 Ib R2: Simple at 2.7 ft Reaction Force = 122.2955 Ib R3: Simple'at 11.3 ft Reaction Force =-1914.962 Ib R4: Simple at 14 ft Reaction Force = 1224.634 Ib MAXIMUM DEFLECTION *** 9.965281E-03 in at 7.743138 ft L /� o� z 3 r' No Limit specified MAXIMUM BENDING MOMENT *** -1036.621 Ib -ft at 11.3 ft 9 8 ��- MAXIMUM SHEAR FORCE -1371.728 Ib at 11.3 ft AM) WHEN AEC'ORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:26AM 07 -Jan -2000 REC FEE 10.00 CONFORM .00 Fay Page 1 of 2 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: SEE ATTACHED LEGAL DESCRIPTION Date 6 -00 PROOERTY OWNERS; State of California County of BUTTE On JANUARY 6, 2000 STEWART P. GALBRAITH V" LYNNETTE GALBRAITH before me, KARY J. BIDWELL , NOTARY PUBLIC personally appeared STEWART P. GALBRAITH AND L personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS mLh and official seal. Signature Seal: KARy J. BIDWE=20()2@ Corrv*&;on # 12 Notory Pub0c kme County, A.P. # 040-180-061-000 PTN My ComrNnion M DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 12, 1999, UNDER BUTTE COUNTY RECORDER'S.SERIAL NO. 99-06295, 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. AP#: 040-180-061-000 (PORTION) PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN -ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. '12107/1999 10:16 5308993221 December 1, 1999 PENNEY AND ASSOCIATE Depalrtment of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-1541 (530) 538-2140 FAX Stewart and Lynette Galbraith P.O. Box 1194 Durham, CA 95938 Building Permit Number: 99-2590 Assessor's Parcel Number: 040-180-061port , PAGE 04 This office reviewed the above referenced building plants. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please provide a compaction test by a qualified individual or foundation design by a registered civil engineer or architect prior to issuance of building permits, A �' �-�� i' Please provide a flood elevation -certificate.., .¢1114,-- Please indicate on the plans the location of the HVAC equipment. „If in the attic, provide a truss detail from the manufacturer for the mechanical load. - 41bc- Please include the porch trusses in the package. �� All of Greg's requirements are not on the plans. I faxed hien his ca culations showing the missing areas. They need to be put on the plans. 6. Please provide a letter from Greg Peitz indicating that he has reviewed the truss calculations and they conform to his design. I will send this to our consulting Plan Check Engineer as soon as I receive the revised trusses, as they are required for his review. Sincerely, Linda Sexton Building Inspector III. 1 �C Mid Valley Title and Escrow Company CHICO OROVILLE PARADISE 601 Main Street 2295 Feather River Blvd. 7084 Skyway 893-5644 Suite A - 533-6680 877-4471 Fax 893-3428 Fax 533-3018 Fax 877-2966 ARID WHEN RECbRDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -Jan -2000 2000-0000772 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property.may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date t -6 - O o State of California County of BUTTE On JANUARY 6, 2000 TY OWNERS: STEWART P. GALBRAITH LY NETTE GALBRAITH before me, KARY J. BIDWELL , NOTARY PUBLIC personally appeared STEWART P. GALBRAITH AND L personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my haand official seal Signature �eal: K/1RY J. B1aWELL ConyrAsoon # 1201170 Mfr CPS1 Notory Pub0c Butte County, CoHfornio A.P. # 040-180-06 1-OOOPTN my Comrrouson Exp Nov. 8.2002 0 Recorders Office CoBUTTEf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 2000 NN772 REC FEE 10.00 CONFORMED COPY .00 TOTAL 10.00 CHECK 10.08 - TOTAL TENDERED 10.00 - CHANGE .00 11:26AN 07 -Jan -2008 20000107000083 Fay BTTREC15 Thank You Have a Nice Day! DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 12, 1999, UNDER BUTTE COUNTY RECORDER'S, SERIAL NO. 99-06295, 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. AP#: 040-180-061-000 (PORTION) PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF.MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68'. FA Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date: January 10, 2000 To: Gregory A. Peitz From: Linda Sexton Subject: Galbraith, Stewart and Lynette Number of pages (including this cover sheet): 2 Telephone Number of Receiving Telecopier: (530) 894-1523 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Sincerely, Linda Sexton Plans Examiner CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. APN: 040-180-061 -- Plancheck Comments Galbraith Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Provide note stating that the VSL fabrication shall be performed in an approved fabricator's shop in accordance with UBC 1701.7. Note should also indicate that VSL beam inspection certificates shall be submitted to the field inspector prior to completion of the framing inspection in accordance with section 1704.6.2 of the 1997 UBC. 3. Label shear wall lengths for wall line 3 at lower level. 4. When computing the overturning force at the lower level, apply any uplift from overturning forces that occurs at the upper level. 5. Provide calculations showing that beams supporting shear wall are adequate for gravity and overturning forces. Also provide connections to shear walls below, see comment 4. 6. Provide calculations and supporting detail demonstrating how the shear transfers for the upper level shear walls to the foundation for wall lines 1 and 3. 7. Provide calculations for the 4x14 headers at the garage door opening. 8. Truss calculations show a girder truss, T4 having reactions of 5104 lbs. Provide framing and foundation support for these loads. 9. Show a detail for the perimeter footing adjacent to the concrete deck. Show how the concrete slab is tied into the stem wall. 10. Provide a detail showing the shear transfer for the gable end condition. 11. Show footing depth for the one and two story conditions, details 3, 4, 7, 8 on sheet A10. Refer to Table 18 -I -C of the 1997 UBC for the minimum requirements of typical foundations. Mar -01-01 04:02A PLAN REVISION P.O1 Please complete the following information in order to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. Owner's Name: �� (�/tel Received By: Date: A. P. #: Contact Phone Number: Permit #: _.4 _ Z S ` o Time: Purpose of submittal: ❑ Permit Application Data Item Alt ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ®.Re uested B Plan's Examiner- Exanuner's Name: � Y ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawingt clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir :additional fees may be due based upon complexity and time involved to process this submiv Additional Fees: Receipt +lE: t3. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION October 6, 1999 Heritage Partners 426 Broadway Chico, Ca 95926 Attn.: Mr. Tom DiGiovanni Re: Durham Greens Subdivision, - Durham, Ca Gentlemen: We have recently completed compaction testing on the building pads for the Durham Greens Subdivision. The lots were tested at approximate finished pad grade to a depth of 8 inches. All failing tests were retested with passing results. The nuclear density test data'sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the.building pads were properly moisture conditioned and compacted in accordance with the project plans, specifications, and chapters 18 and 33 of the 1994 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify, grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Please call if you have any questions regarding our services described above. Very truly yours, � j sl . APPLIED TESTING CONSULTANTS /�� " �C)\. • J —xv 3 _g �� Brad Fors he Char s Vice President Staff Engineer Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ARM AM APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECT/ON Nuclear -Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 1 or 1 Address: 426 Broadway Date: 9/29/99 City, state: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge k CALIBRATION DATA: Density Std.' Masture Std : Density Xi : Moisture Xi Compaction Equipment Req'd % Compaction Curve No. T-1 %,laz Dry Density: 116.7 Opt. Moist. Content' 13.6 90% Test 9 i estvet Dept, Locacon Elev Densit/ H� Density ury Density , oisture Content is Comp Results 19 8" Lot # 3, Southeast Corner FPG 125.9 15.5 110.4 14.0 95% PASS 20 8" Lot # 3, Northwest Corner FPG 129.3 15.5 113.8 13.6 98% PASS 21 8" 0TW I , North Leg, Northwest Corner FPG 126.0 18.1 107.9 16.7 93% PASS 22 8" Lot # 1, Southeast Corner FPG 123.7 16.6 107.1 15.5 92% PASS 23 8" Lot # 1, West Leg, Center FPG 121.0 16.3 104.7 15.5 90% PASS Arrived at jobsite at 0730 hrs. to perform compaction testing of Lots 1 & 3. Performed 5 nuclear density tests at random locations, as indicated above. All 5 test results indicated at least 90% relative compaction. Departed jobsite at 08.15 hrs. to by' 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION AS 1557 Moisture/Density curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Nater Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Jet dry wt: Moisture loss: °.•0 Rloisture Content: 118.0 117.0 116.0 a In 115.0 114.0 0 113.0 112.0 Heritage Partners 426 Broadway Chico, CA. 95926 Tom DiGiovanni Durham Greens Subdvision Brown Clayey Sandy Silt Jobsite NA Sample No: Date: 2 -Sep -9-9 Tech: B. Carter Sample Weight: 5,000 grams I Kock Correction'AbTM D4718 Total sample wt: +3/4 rock wt: % of +3i4 rock: Specific Gravity of +3/4: Rock adj. density: 9.0 ;b 1 u.0 ,b 11.0% 12.0% 13.0% 14.0°% 15.0°% 16.0% 17.0% 18.0;0 Moistu 'e Content (°% of dry weight) Max density from curve: 116.7 Max adjusted density: 116.7 pcf This test was performed per ASTM 1657 Optimum moisture: Revie'Ned by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1 �, 10 22 U 7 . 1 2760 2760 2760 4250 4460 4.50 1 .0 131.1 1= 112. 116.2 113.1 Sample No: Date: 2 -Sep -9-9 Tech: B. Carter Sample Weight: 5,000 grams I Kock Correction'AbTM D4718 Total sample wt: +3/4 rock wt: % of +3i4 rock: Specific Gravity of +3/4: Rock adj. density: 9.0 ;b 1 u.0 ,b 11.0% 12.0% 13.0% 14.0°% 15.0°% 16.0% 17.0% 18.0;0 Moistu 'e Content (°% of dry weight) Max density from curve: 116.7 Max adjusted density: 116.7 pcf This test was performed per ASTM 1657 Optimum moisture: Revie'Ned by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 T�c S�CTURAL DETAILS: � Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). (Pj.tandard bracing or engineered design (Uniform Building Code section 2320.11.3). estory requiring balloon framing and/or engineering. i}! Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building (Uniform Building Code Table 18 -I -C). 6. Floor construction details complete enough to construct building. . Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. place construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Stud heights. xpansive soil — special foundation design required. Retaining walls requiring design. Special Inspection requirements. eader sizes. sum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). ff Brick or stone veneer (Uniform Building Code section 1403). t Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). . Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ombustion air for fuel burning appliances — LPG requirements. Sound requirements. nergy design compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. i uilding Permit requirements: 17.1. SRA. Flood elevation certificate. 7.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.66.. Sub -Standard Housing letter. ice' ' 6fyr ,Oyu is e aw S ecember 1999 _S l �'S 3.3 .z t RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLAAITEO US ONLY Owner: l i,h , Building Permit Number: g Plans Examiner: %%-00 A. P. Number: G RAL: Zoning requirements - (number of permitted living units). Building permit valuation. lans signed by the designer. Proper description of work on the application. xisting violations on the property. Recorded notice of violation. PLOT PLAN: tComplete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. . Grading, fills and/or drainage. Flood hazard. 6 Special conditions oji Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). t -,FAU & FAS road setback. Building or utilities across lot lines (record form). f.Egress OR PLAN: lans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ode section 106.3.3). 0% of natural light and 5% of ventilation (Uniform. Building Code section 1203). windows (Uniform Building Code section 310.4). kylights (Uniform Building Code section 2409 & 2603.7). lazing in Hazardous locations (Uniform Building Code section 2406). i quired room sizes and ceiling heights (Uniform Building Code section 310.6). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5).. rage firewall separation - re uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). 4 -Water closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). December 1999 3.2 II December 1, 1999 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Stewart and Lynette Galbraith P.O. Box 1194 Durham, CA 95938 Building Permit Number: 99-2590 Assessor's Parcel Number: 040-180-06 1 port This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, .specifications and calculations as follows: 1. Please provide a compaction test by a qualified individual or foundation design by a registered civil engineer -.or architect prior to issuance of building permits. 2. Please provide a flood elevation certificate. 3. Please indicate on the plans the location of the HVAC equipment. If in. the attic, provide a truss detail from the manufacturer for the mechanical load. 4. Please include the porch trusses in the package. 5. All of Greg's requirements are not on the plans. I faxed him his calculations showing the missing areas. They need to be put on the plans. 6. Please provide a letter from Greg Peitz indicating that he has reviewed the truss calculations and they conform to his design. I will send this to our consulting Plan Check Engineer as soon as I receive the revised trusses, as they are required for his review. Sincerely, Linda Sexton Building Inspector III. i W W W W W W xxx N Y1 Uf O.O O v1 O O .- N N a aaa AciA N N N 2 3r 7 odo 5,� ...G moi/ S fi'w�pf'- Ze GREGORY, -.'A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For:. ARC V��dORY 4. yo%F int ON*.' C-24283 REN. � CF CN LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs I WALLS P =.62 * 1.3 * 14.5 * 1.0 =.01 17 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@,15 ft. P=.67*1.1*14.5*1.0=.011 kst@20 ft.: P=.72* 1.1 * 14.5 * 1.0 =.012 ksf @ 25 ft. P =36 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft: Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding 22-141. SO SHEETS (� Annaan 22-142 100 SHEETS 22-144.. 200 SHEETS • � s %A s ' I �� J urs • . � . R U23-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I` _ 9 7 Oc iV C � n i. Q till C p . �. JZ . c o A . w u c � N J1 N� u U23-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I` ,'I 7 � i. Q A . N� a ,'I 50 SHEETS a�22-141 22-142 100 SHEETS 22-144 200 SHEETS Izz W Al ' N r � U �W N '� b 1 o N vi vi �.�. r SHEARNALL SCHEDULE 5YME30L 5HEARWALL 5I LL NAILINQ 3/b" GDX PLYWD. W/ 8d's ®b", 12" O.G. Ibd ® Q" O.G. /' Qad's 3/b"GDX PLYWD. W/ 6", 12" O.G. 16d ® 6" O.G. ® , . 5 ANCHOR A53 5OLT5 col�p b0" O.G. 32" O.G. 44" 0.0 3/b"GDX PLYWD. W/ 16d ® 4" O.G. 34" O.G. Qad's ®6", 12" O.G. 3/6" GDX PLYWD. W/ Ibd ® 3 1/2" O.G. 24" O.G. Qad's ® 6", 12" O.G. I. SHEARWALL FRAMING MAY -BE DOUG. OR HEM. FIR, TYP. . 2. NAILS MAY BE BOX OR COMMON NAILS, TYP., U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. 22" O.G. I6" O.G. 12" O.G. 22-141 50 SHEETS to amvnn 22-142 100 SHEETS 22-144 .200 SHEETS lb \ v1 �X ` PN. Q 4 AAA aa� Soo ___ m m m mmm -1.4 N 4A CA LA 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS W I -. W W W W x _ x ulkntn moo .- N N v vva , C/NN N N N r.€ l� 3 -- � �9 � 'w Q /•� 4 -= 3• �� 1- `7/, o � t � 7 ' � 2.1 � - / Z. y�/ or AV P-� Z z y '.45TH / 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS i �N .i1 w Q ,ted -� o r4 l 1 J .i1 w CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Galbraith Residence Project Address........ Van Ness Way Durham, California Documentation Author... Donna Wallace 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.00 for C Date..10/26/99 09:33:33 ******* *v5.00* ******* 9- a.590 Bu Wing Permit oZ- Plan Check Da e Fie Check/ Da e 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Galbraith Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 3220 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Raised Floor 16.3 % of floor area 0.71 Btu/hr-sf-F 0.7 BUILDING SHELL INSULATION nent Frame Cavity Sheathing Total Assembly e Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Typical Door n/a R-0 R-n/a R-0 0.330 Utility, Hall Wall Wood R-13 R-0 R-13 0.088 Garage Roof Wood R-11 R-27 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (N) 30.0 0.750 0.700 Standard Standard Yes Winlow Front (N) 31.0 0.720 0.730 Standard Standard Yes Door Front (N) 20.0 0.550 0.650 Standard Standard Yes Window Front (N) 14.0 0.720 0.730 Standard Standard None Window Front (N) 60.0 0.750 0.700 Standard Standard None Window Front (NE) 9.3 0.750 0.700 Standard Standard None Window Right (NW) 9.3 0.750 0.700 Standard Standard None Window Left (E) 30.0 0.750 0.700 Standard StandardYes Window Left (E) 12.0 0.720 0.730 Standard Standard Tom;, Yes Door Left (E) 57.8 0.550 0.650 Standard S d Yes Win ow Back (S) 30.0 0.750 0.700 Standard .e Yes Wlnow Back (S) 6.0 0.720 0.730 Stand Yes Win ow Back (S) 63.0 0.750 0.700 Standa �� None Winnow Back (S) 6.0 0.720 0.730 S �}}� a ari None Doo Back (S) 7.8 0.550 0.650 Stta`itfla Dan and None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPAS5 v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Galbraith Residence' Orientation Window Right (W) Window Right (W) Window Left (E) Equipment Type Area (sf) 92.0 3.0 43.5 Minimum Efficiency U_ Value 0.750 0.720 0.720 FENESTRATION Over - Interior Exterior hang/ SHGC Shading Shading Fins 0.700 Standard Standard None 0.730 Standard Standard None 0.730 Standard Standard None HVAC SYSTEMS Duct Location Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACSplit 10.00 SEER Crawlspace R-4.2 No No Setback Furnace 0.800 AFUE Attic R-4.2 No No Setback ACPackage 9.70 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default default SHGC-values were used for all fenestration. Fenestration maximum U -values were assigned as follows: Operable metal windows: 0.75 Fixed metal windows: 0.72 (CEC default) Wood or metal -insulated doors: 0.55 (CEC default) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPAS5 v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Galbraith Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... (530) 894-5719 License. Signed.. y c (dcAte) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. a e DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. 0& . �� !o/z&/99 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-19 framed watts (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor N/A transmission rate no greater than 2.0 perm/inch. Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfittration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater). By Contractor 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL1818 and other applicable specified tests for longevity given in Section 150(m). By Contractor 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. Residential Compliance Form July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Nonelectrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shalt have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 Project Address........ Van Ness Wax ******* Durham, California *v5.00* Documentation Author... Donna Wallace ******* I Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.00 -for Plan Check Da e Fie Check/ Da e 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Galbraith Residence MICROPASS ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling..... ... Water Heating.......... Total Standard Design Proposed Compliance Design Margin 15.03 15.19 -0.16 13.03 13.34 -0.31 8.85 8.05 0.80 36.91 36.58 0.33 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 3220 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 2 27923 cf 0 sf 16.3 % of floor area 0.71 Btu/hr-sf-F 0.7 8.7 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type .(sf) (cf) Units itioned Type (ft) (sf) Credit 1ST FLR Residence 1835 16515 0.57 Yes Setback 8.0 Standard No 2ND FLR Residence 1385 11408 0.43 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPASS v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Galbraith Residence Surface 1ST- FLR 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Door 7 Wall 8 Wall 9 Door 10 Roof 11 Floor 2ND FLR 12 Wall 13 Wall 14 Wall 15 Wall 16 Roof Orientation OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) value R-val Azm Tilt Gains Reference 286 0.065 17.8 0 90 Yes 18 0.065 17.8 45 90 Yes 18 0.065 17.8 315 90 Yes 350 0.065 17.8 90 90 Yes 335 0.065 17.8 180 90 Yes 10 0.330 0 180 90 Yes 220 0.065 17.8 270 90 Yes 162 0.088 13 270 90 No 18 0.330 0 270 90 No 409 0.025 38 n/a 0 Yes 1835 0.037 19 n/a 0 No W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 None W.19.2X6.16 W.13.2X4.16 None R.38.2X4.24 FC.19.2X8.16 232 0.065 17.8 0 90 Yes W.19.2X6.16 337 0.065 17.8 90 90 Yes W.19.2X6.16 255 0.065 17.8 180 90 Yes W.19.2X6.16 335 0.065 17.8 270 90 Yes W.19.2X6.16 1426 0.025 38 n/a 0 Yes R.38.2X4.24 4 Window FENESTRATION (N) SURFACES Location/ Comments Typical Utility Garage Hall Typical Typical Area U- Act Exterior Shade Interior Shade (sf) Value SHGC. Azm Tilt Type/SHGC Type/SHGC 1ST FLR 1 Window Front (N) 15.0 0.750 0.700 0 90 2 Window Front (N) 15.0 0.750 0.700 0 90 3 Window Front (N) 3.0 0.720 0.730 0 90 4 Window Front (N) 3.0 0.720 0.730 0 90 5 Window Front (N) 9.0 0.720 0.730 0 90 6 Door Front (N) 20.0 0.550 0.650 0 90 7 Window Front (N) 9.0 0.720 0.730 0 90 8 Window Front (N) 7.0 0.720 0.730 0 90 9 Window Front (N) 14.0 0.720 0.730 0 90 10 Window Front (N) 6.0 0.750 0.700 0 90 11 Window Front (N) 6.0 0.750 0.700 0 90 12 Window Front (NE) 9.3 0.750 0.700 45 90 13 Window Right (NW) 9.3 0.750 0.700 315 90 14 Window Left (E) 15.0 0.750 0.700 90 90 15 Window Left (E) 15.0 0.750 0.700 90 90 16 Window Left (E) 3.0 0.720 0.730 90 90 17 Window Left (E) 3.0 0.720 0.730 90 90 18 Door Left (E) 40.0 0.550 0.650 90 90 19 Window Left (E) 6.0 0.720 0.730 90 90 20 Door Left (E) 17.8 0.550 0.650 90 90 21 Window Back (S) 15.0 0.750 0.700 180 90 22 Window Back (S) 15.0 0.750 0.700 180 90 23 Window Back (S) 3.0 0.720 0.730 180 90 24 Window Back (S) 3.0 0.720 0.730 180 90 25 Window Back (S) 12.0 0.750 0.700 180 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPAS5 v5.00 File-GLBRAITH. Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Galbraith Residence FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 26 Window Back (S) 12.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 27 Window Back (S) 3.0 0.720 0.730 180 90 Standard/0.76 Standard/0.68 28 Window Back (S) 3.0 0.720 0.730 180 90 Standard/0.76 Standard/0.68 29 Window Back (S) 13.5 0.750 0.700 180 90 Standard/0.76 Standard/0.68 30 Door Back (S) 7.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 31 Window Right (W) 12.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 32 Window Right (W) 3.0 0.720 0.730 270 90 Standard/0.76 Standard/0.68 33 Window Right. (W) 20.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 34 Window Right (W) 15.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 2ND FLR 35 Window Front (N) 12.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 36 Window Front (N) 6.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 37 Window Front (N) 15.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 38 Window Front (N) 15.0 0.750 0..700 0 90 Standard/0.76 Standard/0.68 39 Window Left (E) 8.0 0.720 0.730 90 90 Standard/0.76 Standard/0.68 40 Window Left (E) 6.0 0.720 0.730 90 90 Standard/0.76 Standard/0.68 41 Window Left (E) 7.5 0.720 0.730 90 90 Standard/0.76 Standard/0.68 42 Window Left (E) 10.0 0.720 0.730 90 90 Standard/0.76 Standard/0.68 43 Window Left (E) 12.0 0.720 0.730 90 90 Standard/0.76 Standard/0.68 44 Window Back (S) 10.5 0.750 0.700 180 90 Standard/0.76 Standard/0.68 45 Window Back (S) 15.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 46 Window Right (W) 15.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 47 Window Right (W) 15.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 48 Window Right (W) 15.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 1ST FLR 1 Window 15.0 n/a 5.0 9.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 n/a 5.0 9.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 3.0 n/a 1.0 9.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 3.0 n/a 1.0 9.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 1.5 6.0 9.8 1.9 9.8 7.0 n/a n/a n/a n/a n/a n/a 6 Door 20.0 3.0 6.7 9.8 1.9 9.8 3.5 n/a n/a n/a n/a n/a n/a 7 Window 9.0 1.5 6.0 9.8 1.9 9.8 1.5 n/a n/a n/a n/a n/a n/a 8 Window 7.0 7.0 1.0 9.8 0.4 9.8 1.5 n/a n/a n/a n/a n/a n/a 14 Window 15.0 n/a 5.0 8.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 n/a 5.0 8.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 3.0 n/a 1.0 8.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 3.0 n/a 1.0 8.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 40.0 n/a 6.7 8.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 6.0 n/a 1.0 8.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 20 Door 17.8 2.7 6.7 24.2 1.9 6.8 24.2 n/a n/a n/a n/a n/a n/a 21 Window 15.0 n/a 5.0 9.8 1.9 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 15.0 3.0 5.0 9.8 1.9 6.4 9.8 n/a n/a n/a n/a n/a n/a 23 Window 3.0 n/a 1.0 9.8 0.4 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPASS v5.00 File-GLBRAITH Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Galbraith Residence OVERHANGS AND SIDE FINS This building incorporates non-standard Duct Location. REMARKS CEC default default SHGC-values were used for all fenestration. Fenestration maximum U -values were assigned as follows: Operable metal windows: 0.75 Fixed metal windows: 0.72 (CEC default) Wood or metal -insulated doors: 0.55 (CEC default) Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 24 Window 3.0 3.0 1.0. 9.8 0.4 6.4 9.8 n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff 1ST FLR Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.770 ACSplit 10.00 SEER Crawlspace R-4.2 No No 0.688 2ND FLR Furnace 0.800 AFUE Attic R-4.2 No No 0.767 ACPackage 9.70 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default default SHGC-values were used for all fenestration. Fenestration maximum U -values were assigned as follows: Operable metal windows: 0.75 Fixed metal windows: 0.72 (CEC default) Wood or metal -insulated doors: 0.55 (CEC default) HVAC SIZING Page 1 HVAC Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 Project Address........ Van Ness Wax ******* Durham, California *v5.00* Documentation Author... Donna Wallace ******* I Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.00 for Plan Check Da e Field Check/ Date 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GLBRAITH Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Galbraith Residence GENERAL INFORMATION Floor Area ................. Volume.. ........... Front Orientation.......... Sizing Location.. ........ Latitude... . ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range..... ..... Interior Shading Used Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3220 sf 27923 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... 12590 Glazing Conduction ............... 16036 Glazing Solar .................... n/a Infiltration.... ............... 17657 Internal Gain .................... n/a Ducts ............................ 4628 Sensible Load .................... 50912 LatentLoad........ .............. n/a deg (N) Cooling (Btuh) 5835 8951 15374 5802 2100 2712 40774 8155 Minimum Total Load 50912 48929 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. r HVAC SIZING Page 2 HVAC Project Title.......... Galbraith Residence Date..10/26/99 09:33:33 MICROPAS5 x5.00 File-GLBRAITH Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Galbraith Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 11ST FLR' Floor Area ....................... 1835 sf Volume ........................... 16515 cf Description Opaque Conduction and Solar...... Glazing Conduction ............... GlazingSolar .................... Infiltration ..................... Internal Gain :................... Ducts............................ Sensible Load .................... LatentLoad ...................... Minimum.Zone Load ZONE 12ND FLR' Heating Cooling (Btuh) (Btuh) 7815 2607 10868 6066 n/a 8586 10443 3432 n/a 1197 2913 1094 32039 22982 n/a 4596 32039 27578 Floor Area ....................... 1385 sf Volume ........................... 11408 cf Description Opaque Conduction and Solar...... Glazing Conduction ............... GlazingSolar....... ............. Infiltration ..................... InternalGain .................... Ducts............................ Sensible Load .................... LatentLoad ...................... Heating Cooling (Btuh) (Btuh) 4775 3228 5168 2885 n/a 6789 7214 2370 n/a 903 1716 1617 18874 n/a Minimum Zone Load 18874 17792 3558 21351 up Permit clearance IR APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: OR — rsG- I© Date: � � 10— �� Genera/Information Owners Name: PA 1-1" )—1S i Cv1�r�2� AP #: O C.� — P 80 — 42) &1 Same as Computer Information: ❑ No ❑ Yes Address: H c)t_] ,C—A S J 3 8Me,-fty1J7f0rmat/0n Zone District: Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan JE No ❑ Yes Violation Area No ❑ Yes Specific Plan ❑ No Yes ❑ Chico .S D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain ❑ No Yes Zone: ^ G j Panel Number: Watershed Protection Zone ❑ No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other Proposed Use Complies WittyGeneral Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoninq Code Street & Hi hwa s Fre Prevention Subdivision Ma Front L - Side D Side street p Z© l - Rear 5 t— Height —�— Environmental Health Issues• Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds ❑ Map Permit c%arance Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Date of Recording: 1 Lot: 1 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: ( , Page: gQ ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment)., ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: Permit clearance ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: !fib Date:lf—/� 6 Genera/Inf0M1aati017 c Owners Name: C9 4 &% � JzL2: jAIC r AP #: 0110-630— 60 Same as Computer Information: ❑ Yes I(G o Address: em er&Informart�io1n� , tr Hi hwa s Fire Prevention Zone District: r V J Front Date of Zoning Ordinance: General Pian: Development Agreement: Use Permit: Variance: Side street Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Rear Violation Area ® No ❑ Yes Specific Plan ❑ No Yes ❑ Chico D2N ❑ Cohasset Enterprise Zone 15 No ❑ Yes, check use t Floodplain ❑ No Yes Zone: Panel Number: Watershed Protection Zone No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multl-Family >2 units per parcel Other �ES�Tl Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code tr Hi hwa s Fire Prevention Subdivision Ma Front Side Side street Rear Hei ht �.; HOWTOTURIM, iFiGm. 14397F731 Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Permit C/earance Agriculture Affldavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: ❑ No ❑ Yes Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes 7-'�>U2—�A Ik) nFA/—asC—_ Map Date of Recording: 1 Lot: ( Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). Book: Page -43U6 ❑ Provide Creation Deed ❑ Construction aaoss property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Consb-uct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. [ 02757741 ] �' Customer SURMINSKY-DURHAM Mon Feb 26 09:01:15 2000 Project #: 225SUR Truss ID T-1 Family # -104 Span 25-4 Quantity 15 Top Pitch 9/12 ACES -32 ver.2.0. Sld (4/6/1999) BOTT CHORD SPLICES:6-7-3X6; 6-6-3 12-8 18-9-13 25-4 ,1-0 6-6-3 6-1-13 6-1-13 6-6-3 4 4X4 3 3X4 3X4 d5 5 8-10-5 16-5-11 25-4 , 8-10-5 7-7-6 8-10-5 L. HL TO PK: 15- 10 R. HL TO PK : 15- 10 LEFT HEIGHT:0-4-9 SPAN:25-4 RISE:9-10-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.309 TOP CH0RO:2X4 No.1&Btr GR OF -L TOP 16 10 BOTT 7-1=0.523 BOT CH0RO:2X4 No.1&Btr GR OF -L BOTT 0 B LL.OEFL.@6=0.02 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-94 REPETITIVE STRESSES USEO NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.02. D.L-0.03. T.L=0.05 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of REACTIONS, SIZE: 1=-919. 3.50 5=-919.3.50 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual UPLIFTS (LBS) : web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ne -Additional bracing FORCES - LOAD CASE t;1 T"(► yvV3� � TE TOP CHORD: 1-2=-1005, 2-3=-860. 3-4=-860. 4-5=-1005, CO N �Jt1JV i BOTTOM CHORD: 5-6= 795, 6-7- 546. 7-1- 795, Plate Ingtitute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. WEBS: 2-7=-249, 3-7= 383. 3-6= 383, 4-6=-249, BUILCIM DEPAPTNSW TR0 PSF NN-CDNCURRENT LVE LOAD AND USS HAS BEEN CHECKED24" 16-B, UBC -94 8.00 PSF DEAD KlYPROVED TOP CHORD BRACING @ .C.FORIUNLESS RIGIDLY SHEATHED,IBOTTOM CHORD CONTINUOUSLY BRACED@ 10'0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMWNTARY AND RECOMMENDATION. FEB 2 `9 2000 R0 SIGN. � ONG yG 'k A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 9919 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of G " component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ne -Additional bracing CIVIL permanent of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- � %F OF CALK, 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Ingtitute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. /8 1/8" 1/8- C2 C3J5 2. Cut members to bear tightly against each 0 O' other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O�'� " v at joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce �, c, plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS , J1 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 connector plates. 6. Unless expressly noted, this design is not 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-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection.' c� 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 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. �v 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. I Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. and/or load transferring connections _Anchorage e to trusses are the responsibility of others untesa shown. s - �� TM 13. Do not overload roof or floor.trusses with stacks BEARING of construction materials' Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.prior MiTek Industries, Inc. approval of a professional engirieer. , 15, Care should be exercised 1 handling, erection 3 ® and installation of trusses.. .•mom ® TM HYORO A/R ® PANEL f ©1993 Mitek Holdings, Inc. CANCi-NAIL ( 02757742 1 ^ Customer SURMINSKY-DURHAM Mon Feb 28 09:01:17 2000 Project #: 225SUR Truss IO T-iGE Family # -104 Span 25-4 Quantity 2 Top Pitch : 9/12 ACES -32 Ver.2.0. Bld (4/6/1999) BOTT CHORD SPLICES:6-7-5X6: n W ,1-0 6-6-3 12-8 18-9-13 25-4 ,1-0 r 6-6-3 6-1-13 6-1-13 6-6-3 4X4 3 8-10-5 16-5-11 25-4 8-10-5 7-7-6 8-10-5 (5 L. HL TO PK: 15- 10 R. HL TO PK :15-10 LEFT HEIGHT:0-4-9 SPAN:25-4 RISE:9-10-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CH0RO:2X4 NO.i&Btr GR OF -L TOP 16 10 BOT CHORD:2X4 No.i&Btr GR OF -L BOTT O B LL.OEFL.@O=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 NOTES: (I) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide IX4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT ANTI) TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MlUTfE CAUNT` BIJN.DIN4 DEPAFiTYM',. APPROVE.�1 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. UBC-ICBO,TPI-91 FEB 2 �9 2000 �/ u�rESSIC.yty 7S' OF Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * 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. C2 C3 J5 2. Cut members to bear tightly agairist each 0 other. �. a 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane p v at joint locations. * For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C, C O 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 e of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 1 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. r 9. • Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 q 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,bf others unless shown. 13. Do not overload roof or floor-trusses with stacks TM BEARING El of construction materials. Indicates location of joints at late without 14. Do not cut or alter truss members or plate.' which bearings (supports) occur. MITek Indust as, Inc. prior approval of a piofessbnal engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. v� TM PANEL HYDRO A/R ® r ©1993 Mitek Holdings, Inc. CLIP GANG-NAIL 02757745 1 Customer : SURMINSKY—DURHAM Mon Feb 26 09:01:33 2000 Project #: 225SUR Truss ID T-2 Family # *101 Span 6-0 Quantity 1 Top Pitch : 9/12 ACES -32 ver.2.0, 1310 (4/6/1999) PLATE OFFSETS (X -LEFT Y-TOP):[j2-2.5.21. 3-0 6-0 3-0 3-0 5X5 2 3X8 �X4 3 TROJAN DEFLECTION(IN.) L.L- 0.01, O.L=0.01, T.L=0.02 REACTIONS, SIZE: 1=-1795, 3.50 3--1795.3.50 FORCES- LOAD CASE #1 TOP CHORD: 1-2--1463, 2-3--1463, BOTTOM CHORD: 3-4= 1155, 4-1- 1155, WEBS: 2-4- 1647, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) W -UE WUN Raw LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 52 3- 1= 577 111U)m ric TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CW�+ CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL�� , •WyS BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FEB 2�9 2000 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual (• -30-00 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 OST -88 Quality Standard, OSB- - \sTr CIVI1 _ ,�\ 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss -Ile OF CA1 \ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. - 3-0 1 6-0 , 3-0 3-0 L. HL TO PK: 3-9 R. HL TO PK :3-9 LEFT HEIGHT:0-4-9 SPAN:6-0 RISE:2-7-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.066 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 30 BOTT 3-4=0.707 BOT CHORD:2X6 No.2 GR OF -L BOTT 0 B LL.OEFL.@4=0.01 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING:24.0 in o.C. UBC-ICBO,TPI-91 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L- 0.01, O.L=0.01, T.L=0.02 REACTIONS, SIZE: 1=-1795, 3.50 3--1795.3.50 FORCES- LOAD CASE #1 TOP CHORD: 1-2--1463, 2-3--1463, BOTTOM CHORD: 3-4= 1155, 4-1- 1155, WEBS: 2-4- 1647, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) W -UE WUN Raw LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 52 3- 1= 577 111U)m ric TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CW�+ CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL�� , •WyS BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FEB 2�9 2000 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual (• -30-00 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 OST -88 Quality Standard, OSB- - \sTr CIVI1 _ ,�\ 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss -Ile OF CA1 \ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. - Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. V8 1/8+ C2 C3 J5 2. Cut members to bear tightly against each 0 0, 3 0 L. other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices I C8 C, C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 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 connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 IIndicates 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 connectidns. to trusses are the responsibility of others unless shown. M!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. 15. Care should be exercised in handling, erection, ® and installation of trusses. . HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQP ( 02757746 ) Customer SURMINSKY-DURHAM Mon Feb 28 09:01:37 2000 Project #: 225SUR Truss ID T-3 Family # -101 Span 6-0 Quantity 1 Top Pitch : 9/12 ' TO!'1 IAI ACES -32 ver.2.0. B1C (4/6/1999) t 1-0 3-0 6-0 r 3-0 3-0 r r 4 4X4 2 1X4 3-0 6-0 3-0 3-0 X4 3 L. HL TO PK: 3-9 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR R. HL TO PK :3-9 LEFT HEIGHT:0-4-9 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES SPAN:6-0 RISE:2-7-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.057 TOP CHORO:2X4 No.16Btr GR DF—L TOP 16 10 BOTT 4-1=0.061 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 B LL.DEFL.@4=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1=-262, 3.50 3--262.3.50 UPLIFTS (LBS) : FORCES — LOAD CASE #1 TOP CHORD: 1-2--155 . 2-3=-155 , BOTTOM CHORD: 3-4- 120, 4-1= 120, WEBS: 2-4- 46, 6V I E l./i.OUITti E TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF OE/fikag[J1wM CHORD_PER TABLE 16—B. UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL �� BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FEB 2'9.2000 99. 0 Ss10�41k 0, A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ve 70 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. n 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss A R� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. CAL* Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/, ` 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. 1/8./8+ `2 " J5 2. Cut members to bear tightly against each 0 other. 0 5 �, 0 3. Place plates on each face of truss at each U 3 O joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C, C6 O plates 1/8" from outside edge of at 114 panel length (±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 direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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. ,M BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or platewithout 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 HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. - CLIP GANG-NAIL ( 02757747 1 Customer SURMINSKY—OURHAM Mon Feb 26 09:01:41 2000 Project #: 225SUR Truss ID T-3GE Family # 101 Span 6-0 Quantity 1 Top Pitch : 9/12 ACES -32 Ver . 2. O. 810 14/6/ 1999) 11-0 13=0 6-0 ;1-0 3-0 3-0 4X4 2 3-0 r 6-0 3-0 3-0 X4' 3 I HUJAN L. HL TO PK: 3-9 R. HL TO PK :3-9 LEFT HEIGHT:0-4-9 SPAN:6-0 RISE:2-7-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 B LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 OEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 NOTES: (1)—Gable studs spaced at 16 inches o.c. 0—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (41—Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD a/ V 1 1 C�1! OU1N CONTINrUOUSLY BRACED @ I0'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR 121 �� P ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS p REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES R� COMMENTARY AND RECOMMENDATION. APPROVED FEB 249 2000 "V,� �,�fyP�SSltyti �.. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of v6 component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanc10! regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss F CAtkE Plate Institute, 583 D'Qnofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ j 3/, ' 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. Cz Q J5 2. Cut members to bear tightly against each 0 other. 5 �., 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane. o�� " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C6 O 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 connector plates. 6. Unless expressly noted, this design is not for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISEapplicable - 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS , indicate minimum plating requirements. 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. 1 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 unles's ; shown. TM BEARING 13. Do not overload roof or floor trusses with stacks i of construction materials. ! (.? Indicates location of joints at 14. Do not cut or aster truss members or plate without which bearings (supports) occur.s MiTek Industries, Inc. prior approval of a pkofetonal engineer. ® ,.. ; 15. Care should be exercised in handling; erection. and installation of trusses. "';r N, TM ® PANEL HYDROA ® ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Customer SURMINSKY-DURHAM [ 02757743 ) Mon Feb 28 09:01:22 2000 Project #: 225SUR Truss ID T-4 Family # 105 Span 14-0 Quantity i Top Pitch 9/12 ACES -32 ver.2.0. 610 (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2-5, 21, [j3=4, 21. [14-2, 2). is 1-0 3-8-1 7-0 10-3-15 14-0 3-8-1 3-3-15 3-3-15 3-8-1 8X8 3 4X1Z 1ZX1Z 4AIZ 2X3 WEDGE 2X3 WEDGE 3-8-1 7-0 10-3-15 14-0 3-8-1 3-3-15 3-3-15 3-8-1 7X6+5X6 5 L. HL TO PK: 8-9 R. HL TO PK :8-9 LEFT HEIGHT:0-4-9 SPAN:14-O RISE:5-7-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 4-5-0.442 TOP CHORD:2X4 No.1&Btr GR OF -L TOP 16 SO BOTT 5-6-0.693 BOT CHORO:2X8 SS GR OF -L BOTT 0 8 LL.OEFL.@7=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES NOT USED DEFLECTION(IN.) L.L-�&4 B.D.L-0.09,T.L=0.16 WEB: 3-7 TO BE 2X4 No.1&Btr GR OF -L REACTIONS, SIZE: i--5132. 5.54 5--5064.5.47 FORCES- LOAD CASE #1 TOP CHORD: 1-2--6191, 2-3--4165, 3-4--4165, 4-5--6192, BOTTOM CHORD: 5-6- 4908. 6-7- 4908. 7-8- 4905, 8-1- 4905, WEBS: 2-8= 2356. 2-7=-2012, 3-7= 4825. 4-7=-2015, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 5= 52 5- 1= 696 SPACING:24.0 in o.c. UBC-ICBO,TPI-41 NO. OF MEMBERS - 1 4-6= 2357, 0L/TTE 0UNT' SKURLDING C EPARTM y TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. APPROVED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Inslitule, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. FEB 2�9 2000 ��pftiS5tr,�� i, sl CIVIL \� \�f OF CAt kF�! Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property -► f-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. C2 C3 J5 2. Cut members to bear tightly against each 0 other. 0 0 & � 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane 0 U at joint locations. * For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191Y. at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural corisideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to Second all respects, equal to or better than the grade perpendicular slots. BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. To chords must be sheathed or purlins provided P, P 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 q 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.btliers 0hless shown. .;`. �_: BEARING WI! TM13. Do not overload roof or floor tru a with stacks ! of construction materials.' Indicates location of joints at 14. Do not cut or after truss members or platewithout which bearings (supports) occur. MIT@k Industries, Inc. prior approval of a professional engineer. ,handling, ® 15. Care should be exercised inerection ? and installation of trusses., •TM HYORO_A�R ® PANEL ©1993 Mitek Holdings, Inc. CLIP l GANG -NAIL ® x Customer SURMINSKY-DURHAM [ 02757744 ] Mon Feb 28 09:01:27 2000 Project #: 225SUR Truss ID T-4GE Family # -105 Span 14-0 Quantity 1 Top Pitch : 9/12 ' TO(1 IAI ACES -32 ver.2.0. 1310 (4/6/1999) 4; 1-0 3-8-1 7-0 10-3-15 14-0 1-0 3-8-1 3-3-15 3-3-15 3-8-1 4X4 3 3-8-1 7-0 10-3-15_ 14-0 3-8-1 3-3-15 3-3-15 3-8-1 (4 5 L. HL TO PK: B-9 R. HL TO PK :8-9 LEFT HEIGHT:0-4-9 SPAN:14-0 RISE:5-7-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR DF—L TOP 16 10 BOT CHORO:2X4 No.i&Btr GR OF—L SOTT O 8 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 NOTES: (i) -Gable studs spaced at 16 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end Of gable stud unless Otherwise noted TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COIvAgNTARY AND RECOMMENDATION. dME WCOUNT' 8B91lDlN(3 DEPARTAtE-N' .A . PPROVE-0, A WARN/NC - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. UBC—ICBO,TPI-91 FEB 2 �9 2000 4J. .CIVIC\� Q- CF CAUFi Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �-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. Cz QnC6 2. Cut members to bear tightly against each 0 .,03. other. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl JB 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 connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width dimension 4 X 4 to Second all respects, equal to or better than the grade perpendicular slots. 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 q 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. X.' 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. , ® 15. Care should be exercised in handling,,. erection and installation of trusses. `• ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. _ OAN(i-NAIL ® Customer SURMINSKY-DURHAM ( 02757748 ] Mon Feb 28 09:01:45 2000 Project #: 225SUR Truss ID T-6 Family # -101 Span 6-0 Quantity 1 Top Pitch : 9/12 ACES -32 Ver.2.0, B10 (4 /6/1 999) 5 ,1-0 -4-08-0 11-0 r 4-0 - - 4-0 , 4 4X4 2 1X4 4-0 8-0 , 4-0 4-0 X4 3 L. HL TO PK: 5—O R. HL TO PK :5-0 LEFT HEIGHT:0-4-9 SPAN:8-0 RISE:3-4-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.131 TOP CHORD:2X4 No.1&Btr GR DF—L TOP 16 10 BOTT 4-1=0.398 BOT CHORD:2X4 No.i&Btr GR DF—L BOTT O B LL.DEFL.@4=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 REPETITIVE STRESSES NOT USED DEFLECTION (IN.) L.L- 0.00, O.L=0.01, T.L=0.01 REACTIONS, SIZE: 1--723, 3.50 3--723,3.50 FORCES— LOAD CASE 91 TOP CHORD: 1-2=-528 , 2-3=-528 , BOTTOM CHORD: 3-4= 414, 4-1- 414, WEBS: 2-4- 455, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1— 3- 52 3— 1- 118 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 NO. OF MEMBERS = 1 dUTTE COUNT' v WEA DEPARTM1 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. FEB 2 �9 2000 C, IV,.. V Its�� C.JF CAL`•FC� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * 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. C2 C9 J5 2. Cut members to bear tightly against each 0 other. 0 3. Place plates on each face of truss at each v 3 O joint and embed fully. Avoid knots and wane O�y " U at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 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 connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 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 q SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 4010 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 Indus, .-s, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL [ 02757749 Customer : SURMIN_SKY—DURHAM Mon Feb 2B 09:01:49 2000 Project #: 225SUR Truss ID T-6GE Family # 101 Span B—O Quantity 1 Top Pitch 9/12 ACES -32 Ver.2.0. Blo (4/6/1999) ,1-0 4-0 8-0 _ 11-0 4-0 4-0 Eli 4X4 2 X4 1 H U JA N 4-0 8-0 4-0 4-0 L. HL TO PK: 5-0 R. HL TO PK :5-0 LEFT HEIGHT:0-4-9 SPAN:S—O RISE:3-4-9 RIGHT HEIGHT:0-4-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORO:2X4 No.16Btr GR OF—L TOP 16 10 BOT CHORO:2X4 No.166tr GR OF—L BOTT O B LL.DEFL.@O=0.00 < L/360 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 NOTES: (1)—Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless Otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. M3UTTE COiJNT"v 0.1.11,LpWG pEPARTMEIt�'�' Ali Il . trpROVE- -0 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the 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 OST -88 Ouslity Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. FEB 29 2000 . 1;�vl'ESSrc�N civi COP CAO009 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 ' 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. 1/8 1/8" c2 c3 J5 2 Cut members to bear tightly against each 0 0 0 �. LCU 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 0 4. Unless otherwise noted, location chord splices �, plates 1/8" from outside edge of at 114 panel length (±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 direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width dimension 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 ff. spacin, or less, no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwse notedif continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng connections to trusses are the responsibility of others unless shown. Im 10! 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. 15. Care should be exercised in handling,. erection ® and installation of trusses. ® TM HYORO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQD [ 02757750 1 Customer SURMINSKY-DURHAM Mon Feb 28 09:01:53 2000 Project rY: 225SUR Truss ID T-7 Family # 106 Span 35-0 Ouantity 6 Top Pitch 6/12 ACES -32 ver.2.0. Bla (4/6/1999) PLATE OFFSETS (X•LEFT,Y=TOP): [)9.4,21, -§ 6-2-7 11-10-3 17-6 23-1-13 28-9-9 35-0 ,-§ 6-2-7 5-7-13 5-7-13 5-7-13 5-7-13 6-2-7 4; 4X4 4 3X4 5X8 3X4 9-0-5 17-6 25-11-11 35-0 9-0-5 8-5-11 8-5-11 9-0-5 (6 7 L. HL TO PK:19-6-13 R. HL TO PK :19-6-13 LEFT HEIGHT:0-4-2 SPAN:35-0 RISE:9-1-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,14c L D TOP 1-2=0.277 TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 10 BOTT 7-8=0.6B6 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 8 LL.OEFL.@9=0.06 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.08, D.L=0.09, T.L=0.18 REACTIONS, SIZE: 1=-1282, 3.50 7-1282.3.50 UPLIFTS (LBS): FORCES - LOAD CASE81 TOP CHORD: 1-2=-2071, 2-3=-1867, 3-4=-1304, BOTTOM CHORD: 7-8- 1839, 8-9- 1515, 9-10- 1515 WEBS: 2-10=-253, 3-10= 361, 3-9=-508 SPACING:24.0 in o.c. NO. OF MEMBERS = 1 4-5=-1304, 5-6--1867, 6-7=-2071, 10-1- 1839, 4-9= 872, 5-9=-508• 5-8= 361, 6-8=-253• UBC—ICBO,TPI-91 WEB 3-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note: Use 1x4 or 2x3 Cont Bracing conn.w/2-8d nails, or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.t TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED tai 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL � BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR T ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ��E �� FEB 2 � 2000 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES GUILD�� COMMENTARY AND RECOMMD EATATION. PROVE Ar r A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual 9 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of �{ component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual r 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 Jk CIM IM regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss p Ci Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' 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. C2 J5 2. Cut members to bear tightly against each 0 other. v 93 ZC7 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane p " v at joint locations. For 4 x 2 orientation, locate D 4.Unless otherwise noted, location chord splices C8 C6 plates' 1/8" from outside edge of at 114 panel length (±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 direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise notedif 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. ! ,I 4L. BEARING TM 13. Do not overload roof or floor trusses with stacks...4� -- • ': of construction materials.Ir Indicates location of at 1 joints ' 14. Do not cut or alter truss members or plate without :. which bearings (supports) occur.prior MiTek Industries, Inc. approval of a professional engineer. ® ,. � � • 15. Care should be exercised in handling,,erection _ and installation of trusses:.. TM HYDRO A/R ® PANEL CLIP " ©1993 Mitek Holdings, Inc.'+ GANG-NAILQD Customer SURMINSKY-OURHAM [ 02757751 ) Mon Feb 28 09:01:58 2000 Project #: 225SUR Truss ID T-7GE Family # -108 Span 35-0 Quantity 1 Top Pitch : 6/12 ACES -32 Ver.2.0.810(4/6/1999) f1-6 6-2-7 11-10-3 17-6 23-1-13 28-9-9 35-0 ,1-6 6-2-7 5-7-13 5-7-13 5-7-13 5-7-13 6-2-7 3; 4X4 4 3X8 9-0-5 17-6 25-11-11 35-0 9-0-5 8-5-11 8-5-11 9-0-5 (5 7 L. HL TO PK:19-6-13 R. HL TO PK :19-6-13 LEFT HEIGHT:0-4-2 SPAN:35-0 RISE:9-1-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.168tr GR OF—L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF—L BOTT O 8 LL.DEFL.@0-0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L= 0.00. D.L=0.00. T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuou5 bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end Of gable stud unless Otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"0.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMEA'DATION. UBC—ICBO,TPI-91 h ,TT COvNV psi 11LDM ow F AF�TM 14'`1( e A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Ingtitute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. FEB 2�9 2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/G ' 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. 1/8" C2 J5 2. Cut members to bear tightly against each 0 Of o �. 0 ZC3 LC6 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 0 plates 1/8" from outside edge of at 114 panel length (±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 199'' at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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. Indicates location of required q SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connectionsto trusses are the responsibility of-othe's unless shown. � fc, �,.,.��'.�"'`�,., + •:�;� ,M Eg! BEARING 13. Do not overload roof or floor,trusses with stacks t of construction materi als. ;. �i�; Indicates location of joints at 14. Do not cut or alter truss members or"plate.without - which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a prof6ssional engi666r. ® 15. Care should be exercised in handling, erection' , ' and installation of trusses., •TM HYDRO A/R ® C�IPEU ©1993 Mitek Holdings, Inc. OANCa-NAIL ,. Customer SURMINSKY—DURHAM [ 02757752 ) Mon Feb 28 09:02:05 2000 Project #: 225SUR Truss ID T-8 Family # -108 Span 35-0 Quantity 1 Top Pitch : 6/12 ACES -32 ver.2.0. B1C (4/6/1999) BOTT CHORO SPLICES: 8-93X5; 9-10-3X6; 6-2-7 11-10-3 17-6 23-1-13 28-9-9 35-0 6-2-7 5-7-13 5-7-13 5-7-13 5-7-13 6-2-7 5X6 4 to 3X4 9 3X8 a 3X4 9-0-5 17-6 25-11-11 ( 35-0 9-0-5 8-5-11 8-5-11 9-0-5 I coAT.. 3-6-D L. HL TO PK:19-6-13 LEFT HEIGHT:0-6-5 SPAN:35-0 RISE:9-3-5 R. HL TO PK :19-6-13 RIGHT HEIGHT:0-6-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L D TOP 1-2=0.159 TOP CHORO:2X6 No.2 GR OF -L TOP 16 10 BOTT 7-6-0.681 BOT CHORO:2X4 NO.1&Btr GR OF -L BOTT 0 B LL.DEFL.@9-0.07 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.07, D.L-0.08, T.L=0.15 REACTIONS, SIZE: 1--1180, 3.50 7--1180,3.50 UPLIFTS (LBS): FORCES- LOAD CASE 91 TOP CHORD: 1-2--2024, 2-3--1829, 3-4--1290, 4-5=-1290, 5-6--1829, 6-7--2024, BOTTOM CHORD: 7-8= 1786. 8-9- 1492. 9-10- 1492, 10-1- 1786, WEBS: 2-10=-227, 3-10= 342, 3-9=-495, 4-9= 860, 5-9=-495, 5-8= 342, 6-8=-227, WEB 3-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note: Use 1x4 or 2x3 Con t.Bracing conn.w/2-8d nails, or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.( TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD c ON Bj�T,TQiMCIp�10 PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED. BOTT� OM CHORD V�G CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL (�� A6' ADDITBRACIIONAL PERMANENTOF WEB RS, WHERE REQUIRED, AND TEMPORAR BRACING (WHAS OA ABOVE. WAYSOR BUI ^IN`s` REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �`,j I FEB 2;9 2000 COMMENTARY AND RECOMMENDATION. � !/ 'q� �- s� ONG A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ► 049919 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual qCIVIL web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn CIVIL Q\ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 0'r C��IEO regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Oualily Standard, DSB- `ter 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss 2�� Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/, * 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. C2 C3 J5 2. Cut members to bear tightly against each 47c 0 0 6 �. �, 3 0 other. 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 orientation, locate a 4. Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1996 at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 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. , r 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. I Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng connections to trusses are the responsibility of others unless shown. im BEARING 13. Do not overload roof or floor trusses with stacks' of construction materials.' � x� } j Indicates location of joints at r 1 f } it 14. Do not cut or after truss' members or plate without which bearings (supports) occur. MIT@k Indus" m, Inc. prior approval of a p ofessional engineer, ® 15. Care should be exercised in handling, erection,/ 'u �- .. and installation of trusses.\ TM HYORO A/R ® C�IPE� ©1993 Mitek Holdings, Inc. '�` 1 �< 1'r ;�- • 1%n ,r• GANG-NAILQP Customer SURMINSKY-DURHAM [ 02757753 ) Mon Feb 28 09:02:09 2000 Project #: 225SUR Truss ID T-9 Family # 110 Span 42-0 Quantity 10 Top Pitch 6/12 ACES -,32, Ver .2. 0. BIC (4/6/1999) PLATE OFFSETS (X-LEFT.Y=TOP): ()2-3.31. I)6-3.3). 1)10-4,21. 4; 7-0-5 13-11-5 21-0 28-0-11 34-11-11 42-0 11- 7-0-5 6-10-15 7-0-11 7-0-11 6-10-15 7-0-5 4X4 4 6 7 1L 11 IV 7 1X4 3X4 5X8 3X4 1X4 7-0-5 13-11-5 21-0 } 28-0-11 34-11-11 42-0 , 7-0-5 6-10-15 7-0-11 7-0-11 6-10-15 r 7-0-5 L. HL TO PK:23-5-12 R. HL TO PK :23-5-12 LEFT HEIGHT:0-4-2 SPAN:42-0 RISE:10-10-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-0.491 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 8-9=0.573 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O 8 LL.OEFL.@10=0.12 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L- 0.12. D.L-0.14, T.L-0.26 REACTIONS, SIZE: 1--1520. 3.50 7--1520,3.50 UPLIFTS (LBS) : FORCES - LOAD CASE d1 TOP CHORD: 1-2--2585, 2-3--2090, 3-4--1570, 4-5--1570, 5-6--2090, 6-7--2585, BOTTOM CHORD: 7-8- 2298, B-9- 2298, 9-10- 1869, 10-11- 1869, 11-12= 2298, 12-1- 2298. WEBS: 2-12= 110, 2-11=-481. 3-11= 331. 3-10=-656, 4-10= 1037, 5-10=-656, 5-9= 331, 6-9--481 . 6-8- 110, WEB 3-10: 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-80 nails.or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.( TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION IEB-91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ANT, WING DEP `t , `, FEB 2�9- 2000 APT A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. \\ 19 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 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. i/8+ C2 C7 J5 2. Cut members to bear tightly against each 0 other. 0 �. L. 3. Place plates on each face of truss at each 3 O joint and embed fully. Avoid knots and wane O " v at joint locations. For 4 x 2 orientation, locate 4 4. Unless otherwise noted, location chord splices C8 C, 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 , connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in is the width The first dimensionall 4 x 4 to slots. Second respects, equal to or better than the grade perpendicular 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. & others'unless shown.s TM BEARING 13. Do not overload roof o(or with stacks . - ^ ' `-• of construction materials. �' fir! ; 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. ® 15. Care should be exerc ed in.handling,•erection and installation of tru`seA�� ® TM PANEL HYDRO A/R ® �`�� ©1993 Mitek Holdings, Inc. `a CLIP OANCr NAIL Customer SURMINSKY-DURHAM [ 02757754 ] Mon Feb 28 09:02:16 2000 Project #: 225SUR Truss ID T-9GE Family # -110 Span 42-0 Quantity 1 Top Pitch : 6/12 TPIn.)AP ACES -32 Ver.2.0. B1a (4/6/1999) PLATE OFFSETS (X -LEFTY -TOP): (j2-3,31. (j6=3.31. �6 3; 7-0-5 13-11-5 21-0 28-0-11 34-11-11 42-0 ,1-f 7-0-5 6-10-15 7-0-11 7-0-11 6-10-15 7-0-5 4X4 4 3X8 5 7 7-0-5 13-11-5 21-0 28-0-11 34-11-11 42-0 7-0-5 6-10-15 7-0-11 7-0-11 6-10-15 7-0-5 L. HL TO PK:23-5-12 LEFT HEIGHT:0-4-2 SPAN:42-0 RISE:10-10-2 R. HL TO PK :23-5-12 RIGHT HEIGHT:0-4-2 LOADING (PSFD MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20- 165,142 L TOP CHORO:2X4 No.i&Btr GR OF -L TOP 16 10 BOT CHORO:2X4 No.i&Btr GR DF -L BOTT 0 B LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LOMB m 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.00. D.L-0.00. T.L=0.00 NOTES: (1)—Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ I0'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. i$UTTE COUNT"f 13UW G DEPARNMI FEB 2 �9 2000 AP- 010FESSip SONG R• A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 9919 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual p building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. J> C1 It. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance O(t\ regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- OF CALF 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Im Piste Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimerisions 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. V8 1/8+ C2 C3 J5 2. Cut members to bear tightly against each " a other. Q: 0, 0 L. 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane p " v at joint locations. `For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C, 0 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 199'6 at time of 'This symbol indicates the fabrication. ' required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 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:uhless shown.-- �� TM El BEARING 13. Do not overload roof or.floor trusses=with stacks - of construction matterials .",",`� TJ Indicates location of joints at �Sv 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MIT@k IndUStrl@S, Inc. prior approval of a!professional engirieer. ® fit ". I 15. Care should be exercised in handling lerection ' and installation of trusses., TM HYDRO A/R ® PANEL /• ©1993 Mitek Holdings, Inc. ` • <= CLIP < GANG -NAIL t_ �:�:• Customer SURMINSKY-DURHAM [ 02757755 ] Mon Feb 28 09:02:23 2000 Project #: 225SUR Truss ID T-10 Family # -104 Span 20-0 Quantity 7 Top Pitch : 5/12 ACES -32 Ver.2.0. 610 (4/6/1999) r1-10 ( 5-4 10-0 14-8 20-0 )1-10� 5-4 4-8 4-8 5-4 3) 4X4 3 aAv JA'r :4 s 6-11-15 13-0-1 F 20-0 r 6-11-15 6-0-2 6-11-15 L. HL TO PK: 1 O- 1 O R. HL TO PK :10-10 LEFT HEIGHT: O-4 SPAN: 20-0 RISE: 4-6 RIGHT HEIGHT: O'-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L D TOP 1-2-0.184 TOP CHORO:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 5-6=0.384 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.OEFL.@7=0.03 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.03, D.L=0.04, T.L=0.07 REACTIONS, SIZE: 1--795, 3.50 5--795.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE 01 TOP CHORD: 1-2--1208. 2-3--1055, 3-4--1055, 4-5--1208. BOTTOM CHORD: 5-6- 1108, 6-7- 770, 7-1- 1108, WEBS: 2-7--226, 3-7- 350. 3-6- 350, 4-6--226, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C.'UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR 0M, E CO . ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ��+�� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 186"111LDING MPA , ' . V AP 1VEM FEB 2 9 2000 "R0 ��ROFESsrO,�� WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE a ' 9919 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual P building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� nn .eh C`NIt 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 OST -88 Quality Standard, DS B- �OF CAI.* 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/Q ' 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. 1/8" C2 " J5 2. Cut members to bear tightly against each 0 c 0 & �, a other. 3. Place plates on each face of truss at each CO) `' 3 0 joint and embed fully. Avoid knots and wane p �y U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, O plates 1/8" from outside edge of at 114 panel length (±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 direction of slots 10 connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 I 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 aye the responsibility of others unless shown., �^ of construction materials:; 13. Do not overload roof or fl000r trusses with stacksBEARIN99! Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.prior MiTek Industries, Inc. approval of a professional engineer: " . - o , s ,.. 15. Care should be exercise` d In handling, erection •' and installation of trussesr"�;,'TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Customer SURMINSKY-DURHAM [ 02757756 ] Mon Feb 26 09:02:27 2000 Project: 225SUR Truss ID T-11 Family r« -201 Span 7-10 Quantity 6 Top Pitch : 3/12 ACES -32 ver.2.0, BIC (4/6/1999) ,2-0 r 7-10 7-10 3X4 1X4 3 FORCES - LOAD CASE #1 TOP CHORD: 1-2m 0 2-3=-236 . BOTTOM CHORD: 3-1m 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT ANTI) TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATIONT HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. p 1� FEB 2 �9 2000 IPROIX . pON Ex � A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 040914 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual \ �1V14 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 le, - CAt�F� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 3X4 7-10 r 7-10 L. HL TO PK: 8-0- 14 LEFT HEIGHT:0-3-13 SPAN:7-10 RISE:2-3-11 RIGHT HEIGHT:2-3-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-0.639 TOP CHORO:2X4 No.16Btr GR OF -L TOP 20 10 BOTT 3-1-0.383 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O 8 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 REACTIONS. SIZE: 1=-439. 3.50 3--296.3.50 UPLIFTS (LBS): FORCES - LOAD CASE #1 TOP CHORD: 1-2m 0 2-3=-236 . BOTTOM CHORD: 3-1m 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT ANTI) TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATIONT HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. p 1� FEB 2 �9 2000 IPROIX . pON Ex � A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 040914 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual \ �1V14 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 le, - CAt�F� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * 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. 1/8 __P.1/8" c2 J5 2 Cut members to bear tightly against each a 00 �0 ZX[. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p� at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices CB C7O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl 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 connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 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. 'f/• TM El BEARING ti: 13. Do not overload roof or floor trusses with stacks of construction materials..; Indicates location of joints at • c,• / kZ 14. Do not cut or alter truss members orplate without , which bearings (supports) occur. MIT@k IndUStfl@S Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling;,erectionjt z' / and installation of trusses • "TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Customer SURMINSKY-DURHAM [ 02757757 ) Mon Feb 28 09:02:32 2000 Project #: 225SUR Truss ID T-12 Family # -201 Span 11-5-6 Quantity 2 Top Pitch : 3/12 ACES -32 ver.2.0. Bld (4/6/1999) 3. 2-0 8-3-8 11-5-8 8-3-8 3-2 3X4 1X4 3 4 3X4 TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR,/ G ��p ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES '� COMMENTARY AND RECOMMENDATION. A ;Yg"En' E n • A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 3X4 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual 8-3-8 web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 11-5-8 8-3-8 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss 3-2 L. HL TO PK:11-9-12 MiTek Industries, Inc. LEFT HEIGHT:0-3-13 SPAN:11-5—B RISE:3-2-3 RIGHT HEIGHT:3-2-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.497 TOP CHORD:2X4 No.i&Btr GR DF—L TOP 20 10 BOTT 5-1=0.199 BOT CHORD:2X4 No.i&Btr GR OF—L BOTT 0 B LL.DEFL.@4=0.01 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L= 0.01, D.L=0.00, T.L=0.01 REACTIONS, SIZE: 1=-419, 3.50 5--582.3.50 UPLIFTS (LBS): FORCES — LOAD CASE #1 TOP CHORD: 1-2= 171 , 2-3- 0 3-4=-91 BOTTOM CHORD: 4-5=-166. 5-1m-166, WEBS: 2-5=-492, 2-4= 202. TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR,/ G ��p ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES '� COMMENTARY AND RECOMMENDATION. A ;Yg"En' E n • A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. FEB 2 �9 2000 OFESSiO/�� CHL Qy ;J J. (� C049919 -A OF Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ * 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. 1/18+ Cz C3 J5 2. Cut members to bear tightly against each /8- 0 other. 3. Place plates on each face of truss at each 0 joint and embed fully, Avoid knots and wane O�" U at joint locations, For 4 x 2 orientation, locateC8 a , 4. Unless otherwise noted, location chord splices C, C6 1 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 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 connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 IIndicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 40`� WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown.~` Im BEARING 13. Do not overload roof or -floor trusses with stacks of construction materials. a ' � •Z Indicates location of joints at i 14. Do not cut or after truss members or. plate w•ittiout I which bearings (supports) occur. MIT@k IndustriesInc. prior approval of a"professional engineer.` ® 15. Care should be exercised in handling, erection and installation of trusse<1 . s � TM PANEL HYDRO A/R ® 9 "�- ©1993 Mitek Holdings, InCN\�, CLIP GANG -NAIL ® Customer : SURMINSKY—DURHAM [ 02757758 ] Mon Feb 28 09:02:36 2000 Project #: 225SUR Truss ID T-13 Family -323 Span 11-5-8 Quantity 2 Top Pitch : 3/12 ACES -32 Ver.2.0. B1O (4/6/1999) PLATE OFFSETS (X=LEFT, Y -TOP): (j2=4, 2.51. 3 ,2-0 6-9-9 11-5-8 r 6-9-9 4-7-15 6X8 3X4 2 1X4 3X5 3 6-9-9 ,8-3-8 11-5-8 1X4 6-9-9 1-5-15 3-2 L. HL TO PK: 7-0— 1 LEFT HEIGHT:0-3-13 SPAN:11-5-8 RISE:2-3-13 RIGHT HEIGHT:2-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L O TOP 2-3=0.798 TOP CH0RO:2X4 No.16Btr GR OF—L TOP 20 10 BOTT 6-1=0.336 BOT CHORO:2X4 No.16Btr GR OF—L BOTT O e LL.DEFL.@6=0.01 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE = 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.01, D.L=0.01. T.L=0.01 REACTIONS, SIZE: 1--566.3.50 5--1668.3.50 FORCES- LOAD CASE it TOP CHORD: 1-2--333 . 2-3- 699 , 3-4- 60 BOTTOM CHORD: 4-5- 0. 5-6- 322, 6-1- 322, WEBS: 2-6- 163, 2-5--1559, 3-5--805, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1— 2= 60 2— 3- 150 4— 1= 40 CONCENTRATED 2= 561 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD ' CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERALMA 1i BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOFW ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS uwm REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. r V *2y r , A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. UBC—ICBO,TPI-91 FEB 2 �9 2000 .�'�.OFESSlo SIPPF'b �'9T CIViI R��P Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' 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. C2 C3 J5 2. Cut members to bear tightly against each 0 other. J7 0 � 0 3. Place plates on each face of truss at each 3 XX joint and embed fully. Avoid knots and wane p !P" v at joint locations. ' For 4 x 2 orientation, locate O 4. Unless otherwise rioted, location chord splices C, plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1996' at time of "This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Noil 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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 q SBCCI 87206, 86217, 9190 otherwise noted. 40�� 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 TM 13. Do not overload roof or floor trusses with stacks of construction material's. Indicates location of joints at 14. Do not cut or after truss members or plate without ' which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. _ "6 .. . . ® , 15. Care should be exercised in handling; erectionTM ; !i and installation of trusses.;\ , HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Customer SURMINSKY-DURHAM [ 02757759 ] Mon Feb 28 09:02:40 2000 Project #: 225SUR Truss ID T-14 Family # 201 Span 6-10 Quantity 18 Top Pitch : 3/12 ACES -32 ver.2.0.1310(4/6/1999) ,2-0 6-10 IQ -1-8 1 6-10 3X4 d 1X4 3 STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 REACTIONS. SIZE: 1=-401. 3.50 3--258.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE #1 TOP CHORD: 1-2= 0 2-3--206 . BOTTOM CHORD: 3-1- 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHCJR4.9� CONTINUOUSLYflf ^— BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEAT RAL BRACING OF 1brEB MEMBERS, WHERE REQUIRED, ARE AS SHO" OW ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWA REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES " PA N�TD COMMENTARY AND RECOMMEATION. � n ,j 'FEB 2 �9 2000 v �OQROFESSrp,�l kllb A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1 E -� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ME nn GNI` 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 OST -88 Quality Standard, OSB- FOF r 14�R 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss CA`' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1 . MiTek Industries, Inc. 3X4 6-10 6-10 L. HL TO PK: 7-0-8 LEFT HEIGHT:0-3-13 SPAN:6-10 RISE:2-0-11 RIGHT HEIGHT:2-0-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.480 TOP CHORD:2X4 No.16Btr GR OF -L TOP 20 10 BOTT 3-1=0.288 BOT CHORD:2X4 No.16Btr GR DF -L BOTT 0 B LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 REACTIONS. SIZE: 1=-401. 3.50 3--258.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE #1 TOP CHORD: 1-2= 0 2-3--206 . BOTTOM CHORD: 3-1- 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHCJR4.9� CONTINUOUSLYflf ^— BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEAT RAL BRACING OF 1brEB MEMBERS, WHERE REQUIRED, ARE AS SHO" OW ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWA REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES " PA N�TD COMMENTARY AND RECOMMEATION. � n ,j 'FEB 2 �9 2000 v �OQROFESSrp,�l kllb A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1 E -� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ME nn GNI` 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 OST -88 Quality Standard, OSB- FOF r 14�R 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss CA`' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1 . MiTek Industries, Inc. Symbols Numbering System A General Safety Notes . PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. /8' �, _ x/88 C2 X J5 2. Cut members to bear tightly against each LIL�_� o . XZ 3 0 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane O" at joint locations. ` For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, C, plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint,) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of .`This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular 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. Indicates location of required q SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. M!TM Indicates location of joints at 1 , / r' f '� 14. Do not cut or after truss members or plate wffhout which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® la 15. Care should be exercised in handling, erection t and installation of trusses jL` ' ' v� TM ©1993 Mitek Holdings, Inc. HYDRO A/R ��IPEb GANG -NAIL ® 'a.. ryA• Customer SURMINSKY—DURHAM [ 02757760 ) Mon Feb 26 09:02:44 2000 Project: 225SUR Truss ID T-15 Family M -201 Span 5-10 Quantity 3 Top Pitch : 3/12 ACES -32 ver.2.0. 1310 (4/6/1999) .2-0 5-10 IP -1-8 5-10 1X4 3 5-10 3X4 5-10 L. HL TO PK: 6-0-2 LEFT HEIGHT:0-3-13 SPAN:5-10 RISE:1-9-11 RIGHT HEIGHT:1-9-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.254 TOP CHORD:2X4 No.i&Btr GR OF—L TOP 20 10 BOTT 3-1=0.206 BOT CHORD:2X4 No.1&Btr GR OF—L BOTT 0 8 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in O.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.L= 0.00, D.L=0.00, T.L=0.00 REACTIONS. SIZE: 1=-363, 3.50 3--220.3.50 UPLIFTS (LBS): FORCES — LOAD CASE B1 TOP CHORD: 1-2- 0 2-3--176 BOTTOM CHORD: 3-1= 0, WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16—B, UBC -94 TOP CHORD BRACING @ 24" O.C. UATLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANEN7 AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CONINIENTARY AND RECOMMENTDATION. bU 1 1 G L/OW{\I i BUILDING U PAR 1 I E APP V FEB 2 9 2000 Q"nR'OFESSIO ON Q YG Fy 2� I cY A& WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanc19!Tm regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,Pl. CNI1\� \T�OF CALWF v Symbols Numbering System. A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/, ' 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. y8 -♦ y8+ C2 C3 J5 2. Cut members to bear tightly against each 0 other. c 0 �, , 3 0 L. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane O " U at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C, C6 0 plates 1/8" from outside edge of at 114 panel length (±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 direction of slots in connector plates. 6. Unless expressly noted, this design is not 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-Nail 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 PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. s 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 87206,8621T9190, sotherwise 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.i�- �� TIM 13. Do not overload roof or floor trusses with stacks BEARING of construction materials.' Indicates location of joints at 14. Do not cut or after buss members or plate without which bearings (supports) occur.MIT@k Indus! m, Inc.prior approval of a,,professional engineer. � , .- ® 15. Care should be exercised in handling, erection and installation of trusses,' TM ® PANEL, ©1993 Mitek Holdings, Inc - CLIP. GANG -NAIL __.. 7 77 �77`7' 77 7 7 7 7 7— �7 7`7777_77� -77 -7- —77-7- 77- 77 2f L W: " , 1:' , �� " , , , ' ` 7 ;1 7 . . .. 7 77� .7 .7 TO v v-_ MGM' q '. in , Z a J yy 4_4*T,',-T Wk M 0 oil q 50 A _W it is> - QW W�"W,v 4,7 L :50HEDULE SHEARNAL 4L non A - ACM AtALL SILL 5"rMBOL 514EEARJ ANCHOR ;:w NAILINO BOLTS Z�, Y.T!KqxQ5 vul T, CLIF Wo, — ,�;z I.. 5/am CDX PLYI^V. W Ibd 0 q,, O.C,. 60" 0.0. 52' 0jr,. ad's 0 60, 120 O.C. A a, 1-41 r Q WK not 1 -0.0. 22" O.C. owl 5/5" COX PLYND. K/ Ibd e b* O.C. 44 12, Now 0-000 7, 'A �00 W Own 7,- -, - - -�. 1., , , , z . I , , , - '' - i;� !, *. '-,' , - i . - 515" WX PLYIAV. K/ Irod 4- o.r,. 54* O.C. Ibu O.C. ad 5 0 6 12" 0.0. �14 4 K. a TWA An, ary I jt 5/6" CDX FLYND. PA/ 1/2" 0.0. 24' O.C. 12" 0.0. 07 0 60,12m 0.0. W- I. SHEAP44ALL FRAMIN& MAY BE VOL16. OR HEM. FIR, TYP. Now" A 2- NAILS, MAY BE 5OX OR COMMON NAILS, TYF., VON. 140K W Von 0 S. AIJ_ P1_YK00V PANELS SHAU HAVE AL -L win 31,-, Y.; J,, W W 0 N�pt . , EVOES 51-0cX.M. ny� jx�? MOON' A' jW 10 22 Of - 400:44", Seto - Dim �W I 5.41 CLOSET All 51e 5. H. % ----------- +50" DESK, Nil, BEDROOM CLc)SEt tn CAIZFET i5 4 P . ..... 151-0" CLC7. LINEN' CARET Qso= lot < nos" % HALL 24 BATH BEDROOM CARPET low CARPET VI NYL� -10" 4 oil; 12 ivy _,4 OL. 0. "A LIN. +56, HANC)'RAIL K/ ES P4410H TD F.F. PREVtNTS WISAME W� VOL% 10 no 0 1 OF A 4* VIA. SPHERE + oil TILE K woo 100 oil 2b < % MASTMP ATH 1�0 Colo !oh, �4 :2' MIMROR 10 In;* MASTE, A= BrPROOM 0 rf EF > CARPET A -ON 01-6. r CLOS a-1 1 AAA will TUB ATOP 5.01 4.0',0 )h IV win, TILE FLATF 941 OTC u sit 5. Yin 0 YO 5zA %n A :2 ,, 2 4 1 oil - ---------- Z ly row (2) 5V S.H. u ONO" VERT. 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