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HomeMy WebLinkAbout040-640-028I NOTES Butte County Department of Developmer,' Services. ouT>e V O T E S 7 County Center Drive, Oroville, CA 95965 t , (530) 538-7601 vnw,v.buttecounty neUdds cOu"sem RESIDENTIAL APN: Permit No. 040-640-028 owner. 05-3085 Ir" MDE/z„&'STEVE Site Address: 197SEGA DR, CHICO Cont: OWNER Contractor. SHOP Type of Permit: I oy -09(05 pco(- SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE off DATE JOB FINALE _AE 2 8 SIGNATURE: r += OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE Lj PERMANENT FOUNDATION SOFT -SET 1 Zoning-Setbacks-Easementson' 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fa11/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Breakers -Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers DATEDECK `C O V E R S`C A R P RTS 'GARAGE S Setbacks -Easements rYFfg, Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric " •8'1`rmg; Sills-AnchrsStuds-Rftrs-Truss � ) 9 Siding; Nailing -Veneer -Stucco oof; Shthg-Roofing 61-b� 11 Ext; Steps -Doors -Landings 6-sro-Oro Ute$. 1-ellraced Wall pnls 6rTtrz.10/e- 5#6, (Z S/�Eftyy7 ,S 4-, DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GF1 5 Elec Pool Lting; 15 volts-GFl 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bdxes-Enclsrs-pnlboardsdnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 4e�y Pool Drawing xApse 13 u g- 0(4 = OK 0 = Not OK RESIDENTIAL (Single_ & Duplex) DATE JUNDERFLOOR DATE IPLUMBING " 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle S 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub, Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-Materia"upport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic S \c O'0 0 0•+' 0\ c c` DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE F 1 N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Tres-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc. 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cirnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-UndrfIr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace InUExt Wall pnis 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters D Yes D No � 87 Stucco Brown -Finish °s °\ 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnc% Elec, Plmb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or DAL 98 Address Posted AC Wire Sz ga ❑ CU or DAL 99 Fire Sprinkler 48 Range Circ ga OCU or DAL Oven Circ ga D CU or DAL Insulated Neutral DYes ONo °�' 0\\` oP 0 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o'er 0`\ o'er m t; . ;COUNTY OF BUTTE-', BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES y 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 1 explanation, please contact the Building Inspector as indicated below. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 e COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE MN&W s IA- - 30 C— 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. cif V r Date7- Inspector REV 4/05 Phone #,5-) '57 S/ Y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 s A l`o 6 y0 - a 28 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION OROVILLE FROM: DATE: ENVIR. HEALTH, CHICO `RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: v__ WELL: AP#: ADDRESS/LOCATION: Comments: GUmemos/mleasehold 1 zo • d IV101 I APA23WIS7 AMMMMM-i � - - Mae*!- Certificate of Conformance Certificate 054074 THIS IS TO CERTIFY that�the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: i ANSI Standard A190.1-1892, For Wood Products — Structural Glued Laminated Timber NER•486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93�— Manufacturing — Standard Specifications For Structural Glued Laminated.T)mber Of Softwood Species w IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the In -plant. OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. I aaaus I W 0 4�' OOP o 844 `r� ;0 I rn by elt J w. Thomas G. Williamson Executive Vice President Sums umG 1 t WOOD SYSTEM3 in 0 related corporation of APA — rmE ENuitweRE0 WOOD ASsOCM??QN 7011 Soutn,191h Street • P.O. Bolt ',.I Too • Tacoma WA 98411.0700 Yolopf "o: 12691 505-0000 - Fax Number. (240) 667265 INT SR 014 N831S3q I098v68A£Si £5=80 980Z/88/E0 I r.-- — F;'--, r r A 11'1 9 r l r n T - M T n n n 4 T T .. rT n n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 638-7541 PERMIT NO. BPO53085 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/09/2005 APN: 040-640-028-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 19 SEGA DR CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: SHOP/GAR (1200) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MUDERS, STEVE AND LINDA to its issuance, also requires the applicant for such permit to file a 19 SEGA DRIVE signed statement that he or she is licensed pursuant lc the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 9592$ 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 530-894-2289 applicant to a civil penally of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MUDERS, STEVE AND LINDA owner of property who builds or improves thereon, and who does 19 SEGA DRIVE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for CHICO, CA sale. If however, the building or improvements are sold within one 95928 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 530-894-2289 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Datez/ Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: PURSELL, FRANK JAMES required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1200 S.F. Policy #: Valuation: $28,800.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject the workers' compensation provisions of Section 3700 of the Labor Code, I shall`' forthwith comply with those provisions. J( �� I Date: Applicant: vv 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 This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resc utns to do work ind' aced above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BY Date: `( PER MI EXPIRES ON: _ _ L- `'1 Address: (Date) ❑ 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. ❑ 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. 1 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. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspectionpurposes. � Print Name: lL � ����� Signature ��e�76 — lf Date: ;j-®owner =;j- ..0 -C157ne'r❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16.04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Las m� Firs Ci M/ City `/ �o y� Fax E -mai ARCHITECT/ENGINEER CONTRACTOR Nal Address e>533, /3 PE-mail City Fax - State Zip Phone Map Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name Addresg beg City G! State e>533, /3 PE-mail C3� y Fax - State License Number APPLICANT NAME Nan—, Address City G! Sta*9 '1 206 P�gpe Fax - Occ. APPLICANT SIGNATURE For office use only: Zoning Prope ress Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMSMILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2 PERMIT NO BP BIN # LOCATION API 0//-" 02 b Prope ress Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name dre Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Re c ' ed by: Amount: I Bldg SRA Receipt #: +-(6 G Date: L L I II Sheriff SMTP Other • Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit: INCOMPLETE SUBMITTALS WILL NOT BEA CCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed ❑ 3.. calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to ❑ 7. mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1.. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3.. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 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: PVA ASSESSOR PARCEL NUMBER Proposed Building Use: �Y W Permit Technician: Date: i� ! C C Items required in order to apply for a per lit. All�b fes MUST be checked OR marked NA in order - apply. 1. Site plans, 3 or 4 sets, signed by the prep rer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 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. 0 11. Hazardous Material Form Q 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) V��W 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 11- -05 K G - ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................:.. 1 . rosion Control Plan Required........................................................................ ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ity of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 0 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: (� ) Parking: (C) Parcel Check :............ 12 2J - ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... J26. NPDES Form.........................................ry................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier�/aand Policy Number .......................................... 30. Owner -Builder Verification (t/ liven to owner, _Mailed to owner) ..................... -0 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone oy %" `I' • a / �q SAY hold for pickup. I have been inform of the ab&e items and requirements for obtaining a building permit. 11 - Appli Date: 1. Index permit application for the above items num Plan Check Letter , 2. Additional items required w' Contractor, designe , n was advised of the abo a by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designe , was advised of the above dalb by ❑ phone, ❑ mail, ❑ counter, by Date: ' Contractor, designer, owner, was advised of the abdve data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b Date. Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan ChecklData Sheets/data sheet page 2 9.27.05 TO: Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance _ Plot Plan Attadted Floor Plan Attadied Sent to BID/!) / �9 �r2 8� )P U �c _/ 4 SC.GA ,l , rJ _ D - C�2 -CAk Owner Location . AP# Plan Approved for: Sewage Disposal: t✓ Water Supply: Public Private Well — Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MUDERS, STEVE APN No: 40-640-028 I Per Dwelling SFD ,, Per Dwelling MF Application Date 11/16/2005 Permit No: BP 5-3085 MH County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 RECEIPT DATE Tech/Asst 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $714.87 428.92 11-9-6 ffm 4b Plan Check portion of Permit Fee $285.95 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 Yes Flood Elevation Review $109.98 2 FEMA RYes 0 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 3 SRA* Fire Plan Check - Non -Refundable $95.00 0 Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $285.95 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $285.95 440609 11/16/05 Karen 4 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $2.88 I Z-Q-�r, �� ' • 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: 6a Other*: �n 7 8 9 9a 10 10a IMPACT FEES - RESIDENTIAL* Applications After 2114/05 a I Per Dwelling SFD ,, Per Dwelling MF Per Dwelling RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst y3\ 10 MH County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 7938.531 6757.081 7633.49 R-1 8031.53 6850.08 7726.49 do R-2 7541.531 6360,081F 7236.49 R-3 6780.531 5599.081 6475.49 Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,736 771 Comanche Creek $8,069 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES' 11a RECREATION DISTRICT FEES' Paradise High 093 I Durham At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an ­" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER M SCC A.P. # PROP OSED BUILDING USE i . DATE l0 RECEIPT 4 DATE RFC. 1. BUILDING PERMIT FEES' t �C> -- Balance Due ..................... " 1 --- FEMA Flood elevation review...$ --- Additional plan checking Fed .... $ f 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Qffice) (form available after Plan Check) i 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per 'dwelling) $ EL MEDIO FIRE DISTRICTI(per dwelling) $ i NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ i 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. DRAINAGE FEE fj 10. OTHER 11. OTHER I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. -C_� O I/ I 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 fora protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) . Butte County Department of Development Services �uTrF ADMINISTRATION `BUILDING GISPLANNING ° I: / o �i L G ` o o 7 County Center Drive 0- Oroville, CA 95965 o C * y o (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION F Dear Property Owner; An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax. withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. , A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, 77 Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [✓] NO [ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: - CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: / / PROPERTY O AV��Zo�� DATE: 11/% NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Department . r -. i, n f J. Michael Crump, Director of Public Works LEND DEVELOPMENT DIVISION Storm Water Management Program 7 C6unty Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elirnination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: Project Location and/or Parcel Nu B si g below, L the'project owner/owner's agent, certify that this project WILL NOT DISTURB Y. 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit �aora 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 tate of California Regional Water Quality Control Board for a project. Storm Water Permit from the S that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: p��A t. - Butte County DeparLment- 7 County Center Drive a Oroville, CA 95965 (530)538-7601 Telephone (530)538-7785 Facsimile of-Developinent SemCeS o,�`?, jrFoo o- _ o O •� ^ Q O c0U Nay BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Buildin ,�Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development. County Fire, and Agriculture. { I hereby acknowledge: I need to submit applications for- septic andlor well to Butte County Envi► orimeit Health immediately. ® I am required to bring the iapproved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. i Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to_ all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: %ter /Y/��� APN: ' I Building site address: j ��t/�� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above-referencedibuilding permit application and my signature below: SIGNATURE OF APPLICANT DATE JIM PURSELL, P.E. 2350 BALDWIN AVE. CALIFORNIA LIC. 60924 OROVILLE, CA 95966 WASHINGTON Llc. 381 21PH. (530) 533-21 31 ` FAX (530) 534-0902 July. l'l,'N06 Butte County I ~ Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Homewood Truss Design, Shop for Steve Muders on Lot 6, Twin Palms Subdivision, Sega Avenue, Chico, CA I have reviewed the Homewood truss designs for this project. There are in conformance with the design of the building and are acceptable as-built. Thank you for your consideration. S ccerel , 1 J* ursell, P.E. I , i JIM PURSELL, P.E. CALIFORNIA Llc. 60924 WASHINGTON LIC. 3B 1 21 July 11, 2006 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 2360 BALDWIN AVE. OROVILLE, CA 95966 t PH. (530) 533-21 31 FAX (530) 534-0902 RE: Homewood Truss Design, Shop for Steve Muders on Lot 6, Twin Palms Subdivision, Sega Avenue, Chico, CA I have reviewed the Homewood truss designs for this project. There are in conformance with the design of the building and are acceptable as -built. Thank you for your consideration. Sinc rely, nn ell, P.E. � E.H. USE ONLY So Ren Attached koln Iw/14 Flow Plan AntesrAad San% to B.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# . Plan Approved for: Sewage Disposal Clearance for dwelling. Other 79 Final clearance O.K. for: NOTE: Water Supply: Public Private Well '-6 / s��D w/5� d�9�, r� Environmental Health Specialist Date 8/36 v Date: 18 -Jun -06 .Iim Pnreall Civil Engineer RCE 60924 REVISION CALCULATIONS Tnh N1im}iar•. 1 X5_1 �=117 1 Job Name: Shop for Steve Muders Job Location: Lot 6, Twin Palms Subdivision, Chico Analysis: 2001 CBC Dead Loads R nnf Concrete Tile 12.0 1/2" O.S.B. 1.5 Framing 5.0 Insulation { LO 1/2" Gypsum I `2.5 n Wall: Stucco Framing. 1/2" Gypsum Insulation Floor: Cnnrrete. Live Loads 10.0 3.5 2.5 1.0 17.0 psf. 5(1(1 50.0 psf. 40 psf. Lateral Loads Wind: P=CeCQgI where Exposure B Ca 0.62 @ 1� feet cq U3" in/U.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0:72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Qniemin v=?. sr TW/1 4R whew - Ca 0.36 I= 1 R=15.5/4.5 Soil Bearing 1500 psf a Sliding --0.35 q= 14.5 psf @15 mph I= 1 Lateral Bearing 2UU psvtt. Pana #1 `w E r -Revised Lateral Analysis Front Wall: Rfgvn Mnrinr'c Chnn. Improtan.ce Factor I = 1. Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5 12 = 1.08 (Pitch factor)x(Area)x(Wt.(Dsf)) = Wt.0b) 1.08 x 815 x 22 = 19424 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 210 x 17 = 3570 'Ca = 0.36. Total Wt.(Ib) R = 4.5 W = 22994 Stucco Base Shear Ib P (Total) = 0 V= (2.5 x Ca x I x W)/(1.4 x R) =3285 i i i Sy.2Z79 = � leoPA C-rA-RLr f J Wind I Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. ,x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 ' 0 14.5 1 = 0 `P(25)= 0.72 0.3 0 0.7 0 14.5 -1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)=. 0.62 0.3 0 .0.7, 0 14.5 1 = 0 Wall: Windward I Leeward q I P (Coef.) (Coef.x A + Coef. Ix A) (@75) (lbs) Pmm= n.7F n..g n n..5 ; 0 14.5 1 = n P(25)= 0.72 0.8 0 0.5 i 0 14.5 1 0 P(20)= 0.67 0.8 0 0.5 { 0 14.5 1 = 0 P(15)= 0.62 0.8 0 0.5 i 0 14.5 1= 0 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5 12 = 1.08 (Pitch factor)x(Area)x(Wt.(Dsf)) = Wt.0b) 1.08 x 815 x 22 = 19424 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 210 x 17 = 3570 'Ca = 0.36. Total Wt.(Ib) R = 4.5 W = 22994 Stucco Base Shear Ib P (Total) = 0 V= (2.5 x Ca x I x W)/(1.4 x R) =3285 i i i Sy.2Z79 = � leoPA C-rA-RLr f J Few Zo • d IV101 MINASits APAI. - Certificate of Conformance Cad ficate 054074 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems'(EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Slandard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-9 I — Manufacturing -- Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the In -plant. DA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ,`�a��a�reryPr W 0 &�� �oPPogRl� }mr 40 C3 SEAL�= y� by -.-- Thomas G. Williamson Executive Vice President ENG1NkEAED Wood, SYSTEMS in a related corporation of AAA - THE ENGrNEEREO WOOD ASSOCL47ION 7011 South 18th Street - P.O. Bot 11700 - Tacoma. WA 98411.0700 Yolopnonb: (2$91 S03-600 - Fax Number: (293) 667255 ra �nHa INT S(IM11 N831S3q 1898v68A£SI Er,:80 90OZ/80/E6 ZO'd OM M OE9 ! S'18yW 6utpl in8 (1a4o1?W 81:$1 90OZ-11-'111P 195 WASHINGTON ST. CR-1-DIJ.X CA, PROM: M-111-11ELIJIS BUILDING MATI-30'AL" PHON E 846-4.409 PAX ( 530) 84.6-0490 TO: 95948 DATE:ee" 71� o PAGl:� 119 i 1032 Gridley, CA 95948-1038 TO'd 0610 M OEs SZgyW 6utpltn8 [Ta4zj?W LI:ZT 900Z -11 -inn Co O LOOMIS OFFICE O MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. 1Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) � 743-8855 TRUSS -f Fax: (916) 652-3860 Fax: (530) 743-8856 m 'T'russ DesignSub1 tt a 1 Designed By: Date: Technical Representative: Bryan Wagner May 12, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order - - Client Project Mitchell's Building Supply 30'x40' Hip Building Muder Chico, Ca. �-- - - — _ - - - - - - - - - -- - Site -Phone: -- -- - - - - - - -- -BUTTE COUN. —ffice Fax: BUILDING DIVISSite Cow tact. I C] COPY", an/Elevation: Floor System: O O Original Submittal IW4ffice-Phone:- Roof System• O O Complete RevisionO Partial Revision: Replaces individual drawings rk Order # 0770206 0 Addition: Add to Original Submittal - I10MEWOOD TRUSS -Z- 11, k S,104,e4s: -TD& NAIL, ONS CIJ E,\C-H [ AC -C 0 P CgOkf-) a 7-6p c►:. oa-D o F Pr r(\E- N I p I P F-�m E- µ i F, I N BLC V► tC, N 67- S,r4V_LZ,5 (Z._kok Etjc> NAIL KAP o" o 'S EA GIN eu-, Druav3) N b, S, Hip _k4lisse-5 F—X-rej c) rj -7z L. S s Cotm �-no,*\,, 3 -vb c- r3 g\ L5 o. -j m L) Ln PL., E Z- I o commornj-s oz- - I 0 &- 5ljP4ci EA D t4R,\L C,-] S V4 &L,6- PLY pizim 9)F TRU 55. 4► END JACK STANDARD DETAILS (CALIFORNIA STYLET TRUSS PLATES AffCFLUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. (3-4 ALT.) 2-6 (TOP CHORD TO HIP CHORD TO HIP GIRDER) I M6JACK TOP CHORD RUNS OVER GIRDER TOP CHORD. OPTIONAL EXTENSION I 3-4 {A H HIP GIRDER CHORDS B CONNECTION DETAIL "B" (BOT CHORD TO HIP GIRDER) (2) 10d or 16d NAILS, (2) 10d or 16d NAILS, THROUGH JACK T.C. INTO THROUGH JACK B.C. INTO GIRDER TOP CHORD, TOE- GIRDER BOT CHORD, TOE - NAILED, OR ADEQUATE NAILED, OR ADEQUATE MECHANICAL HANGER PER MECHANICAL HANGER MANUF. CATALOG. PER MANUF. CATALOG. NOTE: IF 2'-0" SIDE JACK BOTTOM CHORDS ARE USED (INSTEAD OF WEDGES AT THE WALL), THEY MAY BE ATTACHED TO THE BOTTOM CHORD OF THE FIRST END JACK AS PER DETAIL "B". UMBER REQUIREMENTS: ACK TOP CHORD: 2X4; 42 OR BETTER DF -L, #1/#2 OR BETTER CAN S -P -F, #1 OR BETTER S -P -F, #2 OR BETTER HEM -FIR, OR 165OF MSR ANY SPECIE ACK BOT CHORD: 2X4; #2 OR BETTER ANY SPECIE, OR 165OF MSR ANY SPECIE ORNER RAFTER: 2X6; SELECT STRUCTURAL ANY SPECIE, OR 1650F MSR ANY SPECIE, OR DOUBLE (STACKED) 2X4 PER OTHER STANDARD DETAILS. EXTENSIONS SUPPORTED AT 48" O.C. MAXIMUM BEYOND. -TOP CHORD MAY BE SPLICED AS SHOWN, ABOVE THE HIP GIRDER ONLYI -BOTTOM CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM. -DO NOT SPLICE THE BOTTOM CHORD. -TOP CHORD PITCH MAY VARY FROM 4112 MINIMUM TO 8/12 MAXIMUM. -BOTTOM CHORD PITCH MUST BE FLAT (0/12). -THIS DETAIL APPLIES TO 45 DEGREE HIPSET JACKS AND CORNER RAFTERS ONLYI CONNECTION DETAIL "C" (TOP CHORD TO RAFTER) I I JACK TOP CHORD ° MUST BE SINGLE BEVELED OR DOUBLE BEVELED 10d or 16d NAILS, THROUGH EACH JACK T.C. INTO RAFTER, TOE -NAILED, PER SCHEDULE BELOW, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. NAILING REQUIRED: 2'-0" & 4'-0" JACK T.C. (2) NAILS 6'-0" JACK T.C. (3) NAIL 8'-0" JACK (ONE FACE OF - RAFTER ONLY) (4) NAILS TC Live 16.06 pat Durface L•1.25 P•1.25 DESIGNED FOR 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. TC Dead %89 pef Rep Mbr Bnd 1.15 PLATES 8 NAILS DESIGNED FOR GREEN LUMBER VALUES. BC Live 0.00 paf O.C.Spacing 2.0.0 WIND LOADED FOR 75 MPH. EXPOSURE -C-. MAXIMUM. SC Dead 10.08 paf Design Spec UBC -97 NO POINT LOADS, MECHANICAL UNITS, HVAC, SPRINKLERS, OR OTHER RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS IS TOTAL 40.00 psf DEFL RATIO: U240 TC: U180 ALLOWED, WITHOUT SPECIAL DESIGN. 1 -PLY OR MORE GIRDER B B BCl C RAFTER C ,,'•'� .�y �,, wi SS Fy _1 0. 45 :J T4' Exp 2/31/02 s CNIL �P OFCAL�FO� / DES: 4/6/2001 EJ -1 L.M. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS T to THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL 1 IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT �s APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. 1 -PLY OR MORE GIRDER B B BCl C RAFTER C ,,'•'� .�y �,, wi SS Fy _1 0. 45 :J T4' Exp 2/31/02 s CNIL �P OFCAL�FO� / DES: 4/6/2001 EJ -1 L.M. STANDARD PRESSURE BLOCKING DETAIL END VI r BOTTOM CHORD OF HIP GIRDER USE (6) 10d BOX NAILS PER BLOCK AS SHOWN, TWO NAILS PLACED AT 4" FROM EACH END OF BLOCK, AND TWO NAILS EVENLY SPACED IN THE CENTER OF THE BLOCK. MAXIMUM SUPPORT REACTIONS', LBS. PER JACK TRUSS. x i BLOCK: 2X4 2 BOX NAILS TO BLOCK - 2X6 3 BOX NAILS TO BLOCK DURATION: 1.00 1.15 1.25 1.00 1.15 1.25 SPINE 132 152 152 198 228 248 DF -L 112 129 140 168 193 210 HEM -FIR 105 121 131 158 182 198 S -P -F 90 104 113 135 155 169 + 'REACTIONS ARE EITHER UPWARD OR DOWNWARD. SIDE VIEW I OR MORE PLY HIP GIRDER TRUSS END OF PRESSURE BLOCK JACK BOTTOM CHORD USE (2) 10d BOX NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3) 10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. �oQPoFMssIoti` • _ Ss9 FyG' co Q , W J 4 9 m m d E 12/ /06 Cl �OFCA F-' DATE: 8 1/0( • e� Job Name: STANDARD HIP RAFTER 8' SETBACK Truss [D: RAE -5 Qty: 1 Drw : AWG X -LOC REACT SIZE REQ'D TOP CHORD 2x4 FL Al 6 Btr. Plating s/TPI - 1995 UPLIFT REACTION(S) 1 -126N 1 o- 2- 8 623 4.95" 1.50' r 2 11- 2-11 761 1.50" 1.50' - 1HIS DEIC>tI Sr,:S THE bOMPDSITE RESULT OF MULTIPLE LOAD CASES. support �sEppppoorrtt 2 -116# SLIDER 2x4 FL #1 & Btr. PLATE VALUE$ PER IC80 RESEARCH REPORT #1607. H7RILONTAL REACTICN(S) Penteneht bracing is rreequri�gred (by others) to �tH.li,S 10Hl&- 1 and PLATING 8i1SED ON GREEN L1#%R.VALUES.. sstuppppoort 1 113# This to s ?s designed using the ANSI%TPIro21t� and BO Live .0 psf LBC -97 Code. ` (QST -88), 'IIANDI_INO INSTALLINO AND BRACING METAL PLATE CONNLCTED WOOD TRUSSES'- (1-118.91) 8nld'IIIB-91 SUMMARY lAssociation(AI'VA) Bldg Enclgsed = Yes, End lone Neo No Design Spec UBC -97 Tp5.0 Version 09.30.98 Hurri= O'er Lire = ND , E� - C TOTAL 40.0 psf Deft Ratio' L/240 TC: L/180 Bldg 99.00ft, Bldg tdth = 30.00ft, Mean roD height = 18.65ft, MPH = 70 Classification = 4, Dead Load = 12.0 psf --LOAD CASE #1 DESIGN LOADS Dir L.PIf L. Loc R.PIf R.�Lo� LL/TL TC Vert .0 0- 0-0 142.3 9-10-13 .53 TC Vert 30.0 9-10-13 30.0 11- 5-12 .53 NOTE: Sh>ricwG1 M�t�(b 00KIE z01 11-1-I2 �r�l.,� wsrt� A 12" A&W- B""- 11-�-121 A-00 -O.A.) NQ,) ILA n1kS(SC-". zl`oc 1 2 VNaa 6 -6 a -2 -lo 5-0 6 >�/ S 111' -. tkl� tiq�c 10-3.13 �?�, m rn fV C04B992 X x 11/2" GAP MAX 2-9-15 t 2-M C:.�A_:c�PN� 11-3-7 .I 3 4 11-1.12 11-1-12 3/15/99 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/16" = 1' "H"(16 9a.), positioned per Joint Report. Circled plates and false ® TRUSWAL WARNINU Read alt notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in t Dimcustoos are to be accordance the c the current version re TPI and AFPA design standards. ab responsibility u assumed for dimensional sin that verified by the component maoufaetorer and/or building designer prior w fabrication. The building designer shall ascertain drat the foods utilized on this design meet or exceed the loading imposed by the loaf building code. It is assumed that the top chord is laterally braced by the roof or Moor TBF: 29.3 Chk - Dsgnr: #LC = 6 W0: LLM10 Customer Name' TC Live 16.0 psf DurFaes L=1.25 P=1.25 ! SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unlw otherwise noted. Bracing shown is for lateral ® v --,port of components members only to reduce buckling length. This component shall not be placed in any environment that will rause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 content of the wood exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following .Lam la,d.: 'TRUSCOM MANUAL'. by Truawai, ,QUALITY CONTROL. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - BO Live .0 psf 0. C . Spaei ng 2- 0- 0 Ns5 \onhp.rk Dr., Colo Springs, CO 80907 (QST -88), 'IIANDI_INO INSTALLINO AND BRACING METAL PLATE CONNLCTED WOOD TRUSSES'- (1-118.91) 8nld'IIIB-91 SUMMARY lAssociation(AI'VA) BC Dead 10.0 psf Design Spec UBC -97 Tp5.0 Version 09.30.98 SI IItGT' by •I'PI. The Trus Plate Institute IT1'f) u located at 583 D'Onufrio Orive, Madison, Wisconsin 53719. The American Forest and Paper is located at 1250 Connecticut Ave, NW Ste 200. Washington, IW2(X136. TOTAL 40.0 psf Deft Ratio' L/240 TC: L/180 { TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 1(800)322-4045 FAX:(719) 598-8463 CO01003160 . 11/14/02 Users of Truswal engineering: TX01087001 ff- The TrusPlusTM engineering software will correctly design the location `r`equirements for permanent continuous lateral bracing (CLB) on members for Lich it is required to .'reduce buckling length. . Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace ItT"' or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): I 1. A 1x4 or 2x4, structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be. nailed to one face of the member with 10d common or box nails at 8" o.c' if only one brace is required, or may be nailed to both - faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum -of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a, combination of scabs and "T" braces, or any other approved method, as,specified and approved by the building. designer. 1. + EXAMPLES I "T" BRACE 90% L 90% L L RI I Please contact a Truswal engineer if there are any questio 2. c:\rnsoffice\vAnword\brace-new.lat 0 0 M Im ZZ7r:34 =6 --L,%-1-t7 :PD tea' -0'' S, $ 40-0 ROofline' 31D Lay t310 x 40 Hip Building Muder Mitchell Building Supply T ` U n n " A L Chico Ca. 00000 System s Y i 0 M ---- za Q3o .. SALES REP i A i wot$ 0770206 DUE DATE : 1 DSGNR/CHKR Bw / Bw Date : 5/11/2006 5:29 TC Live 16.00 psf DurFac-Lbr 1.25 TC Dead 14 .00 psf DurFac-Plt 1.25 BC Live 0.00 psf O.C. Spacing : 24.0 BC Dead 7.00 psf Code :UBC -97 Total 37.00 psf itTr/HCfg . 57 / O ------- --- _-- :PD tea' -0'' S, $ 40-0 ROofline' 31D Lay t310 x 40 Hip Building Muder Mitchell Building Supply T ` U n n " A L Chico Ca. 00000 System s Y i 0 M 2� �t =Z-- za Q3o SALES REP Bw wot$ 0770206 DUE DATE : DSGNR/CHKR Bw / Bw Date : 5/11/2006 5:29 TC Live 16.00 psf DurFac-Lbr 1.25 TC Dead 14 .00 psf DurFac-Plt 1.25 BC Live 0.00 psf O.C. Spacing : 24.0 BC Dead 7.00 psf Code :UBC -97 Total 37.00 psf itTr/HCfg . 57 / O Job Name: 30'x 40' Hip Building Muder Truss ID: T1 Qty: 4 BRG )(-LOC REACT SIZE REQ D TC 2z4 DFL #1 Platin�gy ,spec : ANSI/TPI - 1995 THIS oEIQ1 i5 THE COf�OSITE RESULT OF This design based on chord bracing applied the following schedule: 000: D ri ve_T_0770206-L0000 S_] 00001 1 0- 1-12 2487 3.50" 1.50 2 29-10- 4 2487 3.50" 1.50 BC 2x4 DFL 01 WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. per max O.C. from to tl LC = 16 IMIT • 164# ERG REQUIREMENTS shown are based ONLY Q PLATE VALUES PER ID(O RESEARCH REPORT #1607. Loaded for 30 PSF non -concurrent BCLL. IF RANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER WAILS FOR TC 48.00" 7-10-15 22- 0- 0 UPLIFT REAL IONS) Li veDu r L=1.2 S P=1.2 S SnowDu L=1.15 P=1.15 on the truss material at each bearing + + + + + + + + + + + + + + + + 1 -PLY AND 3" HANGER WAILS FOR MULTI -PLY Support 1 -315 lb TC Snow TC Dead MAX DEFLECTION (span) : Nail pattern shown is for PLF loads only. + + + + + + ♦ + + + + + + + + GIRDERS..IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY UrAERS). Support 2 -315 lb This truss is designed using the BC Live L/999 MEM 9-10 (LIVE) LC 1 L= -0.15' D= -0.22' T- -0.37" + + FOR C)NCENTRATED LOADS. Use 3" nails min. into the carrying comber. Drainage must be provided to avoid ponding. Permanent bracing is r ua red Cby others) to UBC -97 Code. Bldg Enclosed - Yes, lhportance Factor . 1.DO BC Dead CRITICAL MEMBER FORCES: For more than 2 ply, use additional CLUSTERS prevent rotation/top. ing. See BCSI 1-03 Truss Location - Not End Zone TC COMP. WR. / TENS. OUR. CSI 1-2 -5194((1.253/ 297((1.603 0.37 2-3 -4875(1.25)/ 303(1.60) 0.66 if indicated from tine back lys, or use any other ap0i•wed detail (yby others). IF 2.S" GUN &F -ARE USED ANY NAIL CLUSTER and ANSI/TPI 1. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural Hurricane/Ocean Line - No Exp, Category . C Bldg Length . 40.00 ft 81dg Width - 30.00 ft Mean roof height . 11. �1 ft. mph - 75 Bldg Code: 3-4 -6365(((1.253)/ 349(((1.603) 0.95 AMOUNTS SHOaN MUST BE INSTALLED FROM THE grade. Brace p 24'• o.c. unless noted. UBC Standard Occu nncyy. Dead Load . 12.6 psf 4-5 -4876 1.25 / 303 1.60 0.66 FRONT AND BAD( FACE EQUALLY (TOTAL NAILS . PLATING BASED ON GREEN LUMBER VALUES. ----------LOAD E #1 DESIGN LOADS ---------------- 5-6 -SI94 1.25 / 297 1.60 0.37 DOUBLE THE MOUNT SHOWN). + + . + + + + + + + + + + + + + + + + + + + 2 -PLY! Nail w,110d COMMON stag2ered(per NDS) in: TC- 2 BC- 2 WE8- 2 -PER FOOT!•• Dir L.PI L.Loc R.Plf R.Loc TC Vert 74.00 - 2- 0- 0 74.00 0- 0- 0 LL/TL 0.43 BC COMMtP. WR. / TENS. ((((((WR.)) CSI TC Vert 60.00 0- 0- 0 60.00 8- 0- 0 0.53 7-8 -2001.603/ 4723(1.251 0.48 TC Vert 145.62 8- 0- 0 145.62 22- 0- 0 0.53 8-9 -288 1.60?/ 6214 1.25 0.59 TC Vert 60.00 22- 0- 0 60. DO 30- 0- 0 0.53 9-10 -288 1.60 / 6214 1.25 0.59 10-11 -200 1.60 / 4723 1.25 0.48 TC vert 74.00 30- 0- 0 74.00 32- 0- 0 8C Vert 33.98 0- 0- 0 33.98 30- 0- 0 0.43 0.00 LL/TL 0 Wit COMP. WR. / TENS. WR. CSI 2-8 -19 1.60 / 1364 1.25 0.26 ^ it Vert 0 OX"1:12 TC vert 176.0 8- 0- 0 1.00 3-8 -1736 1.25 / 112 1.60 0.13 TC Vert 154.0 8- 0- 0 0.00 3-9 -24 1.60 / 326 1.25 0.07 4-9 -24 1.60 / 326 1.25 0.07 - -� f TC Vert 176.0 21- 0- 0 1.00 TC Vert 154.0 22- 0- 0 0.00 4-10 -1736 1.25 / 112 1.60 0.13 TC Vert 0.0 29-10- 4 1.00 ' 5-10 -19 1.60 / 1364 1.25 0.28 3-7-8 1= 0-315 ci 4 7-77-7-1 � 74-3 N 7-7-1_� 7-7-13 18-8-2 30-0-0 7-10-15 7-10-15 2-PLYS 1 2 3 4 5 6 REQUIRED 5.00 330# I 14-0-0 500 5.00 3.5 x 2.5-4 5-6 2.5-4 0-3-15 B1 B2 W:308 W:308 --R:2487----- -- - - - - - -- - -,- -- --- - --- R:2487_ . UA15 UA15 F2-0 O I,_2-0-0 30-0-0 7 8 9 10 11 7-7-13 7-4-3 7-4-3 7-7-13 7-7-13 15-0-0 22-4-3 30-0-0 1 4-5-6 SHIP (18 qa�1� FP'(16, w "MX" TWMX 20 o,, ), posdierted per Joint Details Report. TTlrcl I latesea faa1ehame0 Nes are posit rort _ass C p I ftow4fatSbve. Sh ble stud laces to avoid overla w tri stnxtural laces (or std le . 5/11/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Bui 1ding Supply This design is for an indivldaal building component no hvss system it has been based on spodfleations provided M the component manutadurer 000: D ri ve_T_0770206-L0000 S_] 00001 ® and done in accordance with the anent versions of TPI and AFPA design standards. Nom-pmsibii8y is assumed fa dimensional a cy._ Dimensions Ds n r • Bw 9 tl LC = 16 IMIT • 164# am to be verified by the eorrponeret menulacturer anNor wilding designer prior to fabrication. The willing designer nxrsl ascertain trial the bads TC Live 16.00 psf 0.00 Li veDu r L=1.2 S P=1.2 S SnowDu L=1.15 P=1.15 HOMEWOOD Wined on this design meet or exceed the loading imposed by the local wilding code and the particular application. The design assumes that the top Chord is laterally braced by the roof or floor sheathing and the bottom chord Is IateraM braced by a rigid sheathing material directly attached. unless ahenvise (� f noted. Bracing shown is for lateral support of components members ony d reduce budding length. This oonponenn shag not be placed in any TC Snow TC Dead psf 14.00 psf r Rep Mb r Bnd / Comp / Tens I R USS ' ®T environment that will rause the moisture cadent of the wood to exceed 19% andlor rause connector plate corrosion. Fabneate. handle. Install '.aim BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standards: and amine Detail Reports available as output fmm Trusvral software, 'ANSVM '•'^CAA'-WwdTruss Council America Standard Design ResponsibdHies. BUILDINccoMePONEWSAFE:TYINFORNwnorr• BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 of TRUSPLUS 6.0 VER: T6.5.2 (SCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 DOrofno Drive. Madison. VAsconsin53719. The Arrefican Forest and Paper Association (AFIPA) Is loc;aled at I I i I 19th Street, ", Ste 800. %ftshinglon, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 to Job Name: 30'x 40"Hip Building Muder Truss ID: T2 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied following 1 0- 1-12 1258 3.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF per the schedule: from 2 29-10- 4 1258 3.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER ICRO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, max O.C. to TC 46.00" 9-10-15 20- 0- 0 BRG RE UIREMENTS sham are based ONLY Q Loaded for 10 PSF non -concurrent 8CLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTION(S) On the truss material at each bearing Drainage must be provided toavoid ponding. 1 -PLY AND 3" WINGER NAILS FOR MULTI -PLY Support 1 -173 lb MAX DEFLECTION (Span) : L/999 MEM 9-10 (LIVE) LC 1 Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural GIRDERS. IF 2.S" GUN NAILS ARE USED THE RANGERS MUST BE RE-EVALUATED (BY OTAERS). Support 2 -173 lb This truss is designed using the L= -0.10" D= -0.12" T- -0.22" grade. Brace @ 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. UBC 97 Code. Bldg Enclosed Yes, Importance Factor . 1.00 CRITICAL MEMBER FORCES: 'ANSVTPI 1', WTCA V- Wbod Truss council of America standard Design Responslbililles.'BUILDIING COMPONENT SAFETY (NFORMATON - BC Dead . Truss Location . Not End Zone TC COMP. OUR/ TENS. WR. 6I 1-2 -22571.25/ 320 1.60 0.52 2-3 297 0.34 TRUSPLUS 6.0 VER: T6.5.2 (Bost 1 d3) and BCSI SL1MMARY SHEETS by WTOA and TPI. The Tnrss Plate Institute (TPO is located of SB3 DOrrofrio Dive, Madison, VAsconsin 53719. The Arnmrican Forest and Paper Association (AFPA) is located at I I 11 Mir Street, NW. Ste 800. M.shirgton,DC20036. Hurricane/Ocean Line . No Ex& Category - C Bldg Len th . 40.00 f[ R1dg Width . 30.00 ft -20111.25/ 1.60 3-4 -21491.25/ 337 1.60 1.00 DEFL RATIO: L/240 TC: L/24 Mean rod height . 12.f3 ft, mph 75 UBC Standard Occupancy, Dead Load . 12.6 psf 4-5 -21491.25/ 337 1.60 1.00 S-6 -2011125 297 1.60 0.34 6-7 -225711:251/1 320 1.60 0.52 BC COMP. -2251.60 / 2022 1.25 0.499-10 JDIJR.WR.CSI8-9 -1481.60 / 1823 1.25 0.4510-11 -1481.60 / 1823 1.25 0.4511-12 -2251.60 / 2022 1.25 0.49 2 9 COMP*0JDUR* 25 / TE119 160 0 ST3-9 -271.60 / 373 1.250.15 3-10 711.60 / 390 1.25 0.16 4-10 -3831.25 / ,115 1.60 0.105-10 -711.60 / 390 1.25 0.16 5-11 -271.60 / 372 1.25 0.156-11 -3201.25 / 119 1.60 0.08 M O O 7-0-0 d �4-3 5-4-3 N 7-00 7-0-0 15-0-0 20-4-3 30-0-0 9-10-15 9-10-15 r 1 2 3 4 5 6 7 5.00 10-0-0 -5.00 .1 5-3-6 SHIP = 11 0-3-15 B1 B2 W:308 W:308 R:1258 R:1258 U:-173 U:-173 2l -O-_042. 0-O 30-0-0 8 9 10 11 12 9-79-7-1 3 5-45-4 3 54-3 9-7-13 9-7-13 15-0-0 204-3 30-0-0 - 7 S pat (� � q.� �d p� Ci�c e i r es�ar>d IatSes�ame0 ares a�ee posdt i as g (t>'rr a e. Shin a'�bPe stud �IatNes o av bid ave lsa wdh s rGu/l al laces (ate le). 5/11/2006, AR IN Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design Is for an Individual building oorrj n nt net truss system h has been based on specifications provided by the camoonent manufacturer W0: Dri ve_T_0770206_L00005_300001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is osirmed for dimensional accuracy. Dmensions Ds n r • BW 9 #LC = 16 WT • 176# are to be verified by Npre e cor onent manufacturer andfor building designer prior to fabrication. The building designer mat ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 P=1.15 HOMEWOOD utilized on this design meet or exceed the loading ingosed by the local building code and the particular application. The design assumes that the lop chord IS laterally braced by the roof or floor sheathing end the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise ®TRUSS noted. Bracing shown is for lateral support of components members only to feiuce budding length. This component shell not be placed in any environment that will cause the moisture content of the wood to exceed 19% ardfor cause connector plate corrosion. Fabricate, handle. Install TC Snow TC Dead 0.00 psf 14.00 psf SnowDu r L=1. 15 Rep Mbr Bnd Comp / Tens e / 4445 Northpark Dr. and brace this truss in accordance with the following standards: 'Joint and cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI 1', WTCA V- Wbod Truss council of America standard Design Responslbililles.'BUILDIING COMPONENT SAFETY (NFORMATON - BC Dead 7.00 psf 0. C . Spiel ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (Bost 1 d3) and BCSI SL1MMARY SHEETS by WTOA and TPI. The Tnrss Plate Institute (TPO is located of SB3 DOrrofrio Dive, Madison, VAsconsin 53719. The Arnmrican Forest and Paper Association (AFPA) is located at I I 11 Mir Street, NW. Ste 800. M.shirgton,DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 E 4 Job Name: 30'x 40"Hip Building Mulder Truss ID: T3 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec ANSI/TPI - 1995 THIS DESIGN IS IRE COFIPOSITE RESULT OF This design based on chord bracing applied per the following schedule: 1 0- 1-12 1258 3.50" 1.50 BC 2x4 DFL #1 WEB 2z4 DFL STANDARD MULTIPLE U) -.D CASES. max o.c. from to Z 29-10- 4 1258 3.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, TC 44.00" ll -10-15 18- 0- 0 BRIG REQUIREMENTS sham are based ONLY Q Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTIONS) on the truss material at each bearing Drainage must be prcnvicild to avoid ponding. flat 1 -PLY AND 3" HANGER WAILS FOR MULTI -PLY GIRDERS. IF 2.S" GUN NAILS ARE USED THE Support 1 -173 lb Support 2 -173 lb MAX DEFLECTION (Span) : L/999 MEM 9-10 (LIVE) LC 1 Continuous lateral bracing attached to TC as indicated. Lumber must be structural HANGERS MUST BE RE-EVALUATED (BY OTAERS). This truss is designed using the L= -0.09" D= -0.15" T= -0.23" grade. Brace @ 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. Bldg Enclosed - Yes, Importance Factor - 1.Do CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. WR. CSI 14.00 psf Rep Mbr Bnd / Comp / Tens Truss Location . Not End Zone Hurricane/Ocean Line - No Exp Category e C 1-2 -2274 1.25 / 308 1.60 O. S3 2-3 -1842 1.25 / 286 1.60 0.33 3-4 -1666 1.25 / 281 1.60 0.98 BC Li ve �' i Bldg Len th . 40.00 ft, Bldg Width a 30.00 ft Mean roots height . 12.64 ft, mph - 75 UBC Standard Occupancy, Dead Load 12.6 psf 4-5 -1836 1.25 / 288 1.60 0.33 - S 7.00 psf S-6 -2273 1.25 / 307 1.60 0.53 TRU SPLUS 6.0 VER: T6.5.2 , BC CAMP. WR. / TENS. WR. CSI - wisconsin 57719. The American Forest and Paper Association(AFPA) Is located at 111119th Street, NW, Ste 800. Washington. DC 20036. 7-8 -213 1.60 / 2032 1.25 0.46 UBC -97 DEFL RATIO: L/240 TC: L/24 B-9 -214 1.60 / 2030 1.25 0.44 10-11 -214 1.60 % 2029 1.25 0.45 ll -12 -213 1.60 / 2031 1.25 0.46 , VA COMP.(DUR.)/ TENS. WR. CSI 2-8 / 82 0.90 0.05 , 2-9 -4541.25)/ 110 1.60 0.22 3-9 -10 1.60 / 371 1.2S 0.15 f 3-10 -143 1.60 / 149 1.60 0.17 4-10 -9 1.60 / 372 1.25 0.15 5-10 -455 1.25 / ll0 1.60 0.22 5 -ll / 82 0.90 0.05 t 5-3-8 1= 0-3-15 7-07-0 0 4-74-7-13 6-8-6 4-7-13 7-0-0 3 7-0-0 11-7-13 1841-3 23-0-0 7-0-0 i 30-0-0 1 2 3 4 5 6 F5 D0 6-0-0 i -5.00 I 6-1-6 SHIP = 111 0-3-15 B1 B2 W:308 W:308 R:1258 R:1258 U:•173 U:-173 �0�I2- .1 30-0-0 0-0 7 8 9 10 11 12 7-07-0 0 4-74-7-1 3 6-86-8 6 4-7-13 7-0-0 i 7-0-0 11-7-13 18-4-3 23-0-0 30-0-0 T7fl csletll t sea fadseslaam as enless sllq+tn 'b "18' a ."H"(1Q .) or"MX'(T 20 ga) po)Sitioned per Joint D2tails�epD�.) C p I fates are sd ass a ve. Sh gable stud Plates to av Id aver ap wdh stnicttval fates dr sta le . 5/11/2006 WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design Is lar an Individual building ownPWOM not buss system h has been based on specifications provided by the component manufacturer W0: Dri ve_T_0770206_L00005 100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed lar dimensional accuracy. Dimensions Ds n r • Ow # LC = 16 WT • 180# are to be eedRed by the component manufacturer and/or building designer f�.to fabrication. The building designer must ascertain that the loads 9 TC Live 16.00 psf Li veDur L=1.25 P=1.25 HOMEWOOD ullrzed on this design meet dr exceed the wading imposed by the lora) building code end the particular application. The design assumes that the top chord Is latently braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is for lateral TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ®y TRUSS rioted. shown support of components members only to reduce budding length. This omaponent shall not be placed in an enNmnment that win cause the moisture cometh of of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, instar TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this buss w aocadance with the following standards: Valrd and liming Detail Reports' available as output from Truswal somwere. BC Li ve 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 •ANSUTPI I', VVTCA I•• wood Truss council of America Standard Design Responsibilities. BUILDlh* COMPONENT SAFETY INFORMATIC!,r BC Dead 7.00 psf O.C.Spacing 2- 0- 0 TRU SPLUS 6.0 VER: T6.5.2 (BOSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Imslitule (IPO Is located at 587 D'Onotrio Drive. Madison, wisconsin 57719. The American Forest and Paper Association(AFPA) Is located at 111119th Street, NW, Ste 800. Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 12 Job Name: 30'x 40"Hip Building Muder Truss ID: T4 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied 1 0- 1-12 1258 3.SO" 1.50" BC 2.4 DFL 01 THIS DESIGN I:; THE COMPOSITE RESULT OF per the following schedule: 2 29-10- 4 1258 3.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARF. INDICATED ON THIS DRAWING, mux O.C. fras to TC 48.00" 13-10-15 16- 0- 0 BRG REQUIREMENTS shown are based ONLY Q Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UPLIFT REACTIONS) ' On the truss material at each bearing Drainage mist be provided to avoid ponding. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY 2.5" NAILS ARE THE Support 1 -173 lb Support 2 lb MAX DEFLECTION (span) : L/999 MEM 9-10 (LIVE) LC 1 PLATING, BASED ON GREEN LUMBER VALUES. This truss is designed using the GIRDERS. IF GUN USED, HANGERS MUST BE RE-EVALUATED (BY OTHERS). -173 L= -0.08' D= -0.11" T- -0.19" UBC -97 Code. Bldg Enclosed . Yes Importance porce Factor- . 1.00 BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 CRITICAL MEMBER FORCES: Truss Location - Not End Zone TC COMP. 1. / TENS. WR. CSI 1-2 -2298((((((1.25 / 310((((((1.603 0.45 2-3 273(1.60) 0.44 Hurricangeg/Ocean Line No Ex Category . C Mean raottheight� 00132b68ft9 25.00 ft , - ! DEFL RATIO: L/240 TC: L/24 -1671(1.25 / a-5 1.25 % 271(5(1.6600))) 0.44 tghthv UBC Standard Occupancy, Dead Load - 12.6 psf -1660 5-6 -2298 1.25 / 310 1.60 0.45 BC COMP. WR. / TENS.101111. CSI7-8 -217 1.60 / 205920.449-10 -287 1.6600 % 14701.25 0.34 10-11 -219 1.60 / 20561.25 0.40 ' 11 12 -217 1.60 / 20591.25 0.44 W COMP .(OUR.)/ TENS. OUR CSI 2-8 / 168 1.25 0.07 2-9 .-651(1.25)/ 146 1.60 0.57 3-9 -26((((1.60))))/ 348 1.25 0.14 3-10 -119 1.60 / 124 1.60 0.08 4-10 -23 1.60 / 350 1.25 0.14 ' 5-10 -658 1.25 / 147 1.60 0.58 ' 5-11 / 171 1.25 0.07 _ 7-07-0_ 0 6-76-7-1_ 3 fO 6-76-7-1 3 7-07-00 7-0-0 13-7-13 23-0-0 30-0-0 13-10-15 13-10-15 1 2 4 5 6 5.00 2F 0-01 -5.00 B1 W:308 RA 258 U:-173 2F- Q--Oq 7 8 9 7-07-0 0 6-7-13 -1 7-0-0 13-7-13 5-6 loco 11 12 4 6-7-13� 7-00 23-0-0 30-0-0 X 0-3-15 B2 W:308 R:1258 U:-173 F2 -g -0-I _ Tru I giyssterns Pl�tes are 20 qa unless sFlo«n �6vv "18"(t .l. "H"(16, a. 'I TWMX 20 Oa) positioned per Joint D tails epDn. 5/11 /2006 IrG plates and to se frame rates are posnionedas 5 e. h lope stud fates to av t ov ap with structural ales ar ata le). WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l Bui l di ng Suppl y This design is for an indmcluel building component not truss system. it has been based on specifications pro tided by the component manufacturer WO: Dri ve_T_0770206_L0000 5_J 00001 ® and done In accordance with the canard versions of TPI and AFPA design standards. No msponsidlity is assumed for dimensional accuracy. Dimensions Ds n r • Bw # LC = 16 WT • 186# 9 ars to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD utilized en this design meet or exceed the loading imposed by the local building code and the panicu ar application. The design assumes that the top ch" is laterally braced fry the roof or floor the end the bottom chord is laterally braced by a rigid sheathing material directly attached, unless aherwise Bracing is for TC Snow 0.00 psf SnOWDU r L=1.15 P=1.15 ®TRUSS w noted. shon lateral support of components members only to reduce W Wing length. This component shall not be placed in any eWronment that will cause the moisture content of the wood to exceed 19%andlor cause ccnneder plate corrosion. Fndicate, handle. instal TC Dead 14.00 psf Rep Mbr Brill / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmswal software. BC Li ve 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI 1', VVrCA V- Wood Truss Council of America Standard Design Responsidldies,BUILDINc COMPONENT SAFETY INFORMAATICH• BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1.03) and SM SUMMARY Sl ¢E by VVrCA and TPI. The Truss Pate Institute (TPI) Is located M 583 Donofrio Drive. Madison, Wisconsin 53719. The American Forest and Paper Association(AFPA) is located at 111119th Street. NV. Ste 800, 1Nashington, OC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: 30'x 40"Hip Building Mulder Truss ID: T5 Qty: 5 BRG X -LOC REACT SIZE REQ'0 TC 2x4 DFL 01 Platingy sppeec : ANSI/TPI - 1995 THIS DESIIN�IS THE COMPOSITE RESULT OF UPLIFT REACTIONS Support 1 - 76 lh 1 0- 1-12 1258 3.50 1.50 BC 2x4 DFL 01 WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -176 lb 2 29-10- 4 1258 3.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE: INDICATED ON THIS DRAWING, This truss is designed using the BRIG REQUIREMENTS sham are based ONLY Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Coda. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. I_ PLY AND -3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Inportance Factor . 1.00 MAX DEFLECTION (5 an) TC Dead GIRDERS. IF 2.5" GUN NAILS ARE USED THE • HANGERS MUST BE RE-EVALUATED (BY WERS). Truss Location . Not End Zone Hurricane/Ocean Line - No Exp Categry . C L/999 MEM 7-8 ( IVE) LC 15 D= T= -0.39" enNronment that will cause the moisture content of the wood to exceed 19% and/or cause connector plAte corrosion. Fabricate• handle, install BC Live Bldg Lenqth . 40.00 ft Bidg'Width .0 3D.00 ft Mean roof height . 13.f9 ft, mph - 75 L= -0.24' -0.16" CRITICAL MEMBER FORCES: 4445 Northpark Dr. Colo Springs, CO 80907 and dace this truss in aoowdarKe with the following standefft Joico and Cutting Detail Reports' available as output ham Tnrswed software, 'ANSVTPl 1 Wren 1,-, 46oa Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SA M INFORMATION - UBC Standard Occupancy. Dead Load . 12.6 psf TC COMP WR. / TENS. WR. CSI O. C. Spaci ng 2- 0- 0 (SCSI 1-03) and 8051 SUMMARY SMff_ETS' by NVTCA and TPI. The Truss Wale IrmtNe (IPI) Is located at 583 D'Oriotrio Drpve, Madison. 1-2 -2225((1.25 / 325 1.60 0.64 TRUSPLUS 6.0 VER: T6.5.2 . 0.59 2-3 -1981(1.25 / 341 1:60 Bldg Code: ' DEFL RATIO: L/240 TC: L/24 0.64 4 5 -2225((1.25 / 325 1.6600 BC COM1P.(WR. / TENS.(WR. CSI 6-7 -222(1.603/ 1987(1.253 0.68 ' 7-8 76((1.603/ 1308((1.253 0.61 8-9 -222 1.60 / 1987 1.25 0.68 h8 CdM.((WR.)))/ TENS. (((WR. CSI 2-7 -451(1.25/ 1731.60 0.13 , 3-7 -85 1.fi0 / 692 1.25 0.28 173 1.60 0.13 4-8 -4S1 1.25 % 6-6-15 0-3-15 8-08-0_ 0 8-0-0 7-0-0 7-0-0 4 8-0-0 15-0-0 22-0-0 30-0-0 t 15-0-0 { 15-0-0 1 2 3 4 5r 5.00 5.00 4-4 B1 B2 W:308 W:308 R:1258 R:1258 U:-176 U:-176 30-0-0 r 6 7 8 9r 10-010-0_ 0 10-010-0 0 10-0-0 10-0-0 ! 20-0-0 30-0-0 I �ruswdlpSvstems�lates are 20 ga unlesssssham�b "16'( a H'f 16. 1 0r "M (TWtv1X 20 ), po)Sitiowit per 1c n' DBtails cepa,. t,trcle0 18tes sir false frame Gat@s are sdt as a e. ShAble st Plates to av d over a wit stnlCturat Imes or staple). 5/11/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design Is for an Indmiduel building com onem not tress system h has been based on spoclbntbns pro.Wad bythe comwnem manafaaurer WO: Dri ve_T_0770206_L00005_I00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility isassumed for dimensional a=mcy. Dimensions Dsgn r : Bw # LC = 16 WT • 161# are to be welled by the eorrponem manufacturer andlor building designer prior to fabrication. The building designer mist ascertain that the bads TC Live . TC Snow 16.00 psf 0.00 Li veDu r L=1.25 P=1.25 SnowDu r L=1.15 P=1.15 HOMEWOOD il the panicuWr application. The design assumes that the top card utilized on this design meet or exceed the loading unposed by the local building code and m is laterally dated by the roof or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material direly attached, unless otherwise rated. Bracing spawn IS far lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead psf 14.00 psf Rep Mb r Brill / Comp / Tens ® TRUSS enNronment that will cause the moisture content of the wood to exceed 19% and/or cause connector plAte corrosion. Fabricate• handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and dace this truss in aoowdarKe with the following standefft Joico and Cutting Detail Reports' available as output ham Tnrswed software, 'ANSVTPl 1 Wren 1,-, 46oa Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SA M INFORMATION - BC Dead 7.00 psf O. C. Spaci ng 2- 0- 0 (SCSI 1-03) and 8051 SUMMARY SMff_ETS' by NVTCA and TPI. The Truss Wale IrmtNe (IPI) Is located at 583 D'Oriotrio Drpve, Madison. TRUSPLUS 6.0 VER: T6.5.2 Wsconsin 53710. The American Forest and Paper Association(AFPA) is located at 1 t i 119th S". NW. Ste 800,Wnshingion, DC 20076. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 I o Job Name: 30'x 40'Hip Building Muder - BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 22S 3.50" 1.50 KATE VAL4ES PER%ICBO RESEARCH REPORT 01607. 2 1-11- 0 49 1.50 1.50 Mark all interior bearing locations. 3 1-11- 4 20 1.50" 1.50" Install interior supports before erection. BRG REQUIREMENTS Shown are based ONLY Shim bearing s (if neededor req. support. on the truss material at each bearing PLATING BAS�D ON GREEN L ER vALUES. MAX DEFLECTION (s an) : L/999 MEM 3-4 (LIVE) LC 1 L= 0.00' D= 0.00" T= 0.00" CRITICAL MEMBER FORCES:TC COMP. (( 3 CSI 1-2 -1; 1u25)/ 2(010.60) 0.00 1-2 11 1.60 / 18 llt 0.03 BC CWP.((WR. / TENS.(WR.) CSI 3-4 O(1. W/0 26(1.60) 0.02 4-0 0C(0.90 / 0.00 j --- 1-1-13 10-15 +. Truss ID: 12 Platingg sppeec': ANSI//ITppI - 1995 TriIS DESIG+ IS THE COMPOSITE RESULT OF MULTIPLE LOUD CASES. IFHANGER$ ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY (YfAERs). f 2-0-0 2-0-0 1 2 5.00 W: W:,DB s1-1-13 RA9 2.54 U:-22 1-11-11 I SHIP Qty: 4 - UPLIFT REACTION(S)S3 16 Support 2 -22 lb This truss is designed using the UBC -97 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No Expp Category - C Bldg Length - 40.00 ft Bidg Width - 30.00 ft Mean root height - 10. d2 ft, nrh - 75 UBC Standard occupancy, Dead Load - 12.6 psf r 131 W W I10B �_ __ --- --- �. - -- --- R: 258- -_____R: _ U:-53 ���000 .U._ _ �_ _ . - ` - - - - ---- - 1-11-12 K O. 2 �_D Q r 9-0-0 J �n 2007; 2-0-0 2o_nDe_dp ��¢ 'PL�F-� a 1 (1B p or fvU( pa 1 po5 Det eooA I T2tes�a�t'aI ese m20 rates aloes 0ioned asg Isftowtt at5ove. Shdla �ble stud later to avOtd'Xenat with struUoiaal Ial-0 sla� le . 5/1112006, CiUrrJed ARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. Curt: Mitchell Building Supply This design is for an tnnNddaai betaine conoonot not toes sys+on ohm beent sed On specifications poHded by the oaromeru manufacturer W0: Drive_T_0770206_L00005_100001 ® and done In accordance oath the current versions of TP and AFPA design starcads. W tespon ibfity Is assumed for dmshsicnat accuracy. D rna siorhs D s g n r : Bw # L C = 15 WT: 12# are to be vert8ed by the panponad manufacturer andrp building designer prior to fabrication. The balding designer must ascanain that the loads design or Mooed the loading imposed by the local folding coda and the particular application. The,dosign assuir s that the top chord . TC Live 16.00 psf L i ve D u r L-1.25 P=1.25 HOMEWOOD nadizad on this "too, is laterally braof braced by the rod or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise is for lateral d coruponerds members only to reduce budding length. This carpahet st6n not be placed In any TC Snow 0.00 psf Dead 14.00 S n owDu r L=1.15 P=1.15 Rep Mb r Brill / Comp / Tens ®TRUSS noted BLacing shown support amOnpx•'d Unat vn8 cause the moisttae oonlenl d ire weed to weed t996 enarer rause carhrhLsta pate corrosion. Fabricate. handle. install 'Joint hoed Truswal software. TC psf BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. 4415 wo brace ft truss m aocadarce with the following standards: and cutting Detail ReporW eiahleple as output aata Standard Design Resporsibilitles.'BUILDING COMPONENT SAFETY IWORMATION 'AN;WM r, WTCA r - vadd Truss council dre B C Dead 7.00 psf O . C .Spacing 2- 0- 0 Springs, CO 80907 (BM 1.M and EDS st"AR1' SFEE-M by WTCA land TW. The Toss Pate IrstHae (TPI) is located at 583 DOno(no Drina Madison. TRUSPLUS 6.0 VER: T6.5.2 Wscortsln53719. The American Forest and paper Assacation(AFPA) Is located at 11119m streal. NW Ste 800• Washingion, DC 20038. 181dg Code: UBC -97 IDEFL RATIO: L/240 TC: L/1 r Job Name: 30'x 40"Hip Building Muder _ Truss ID: 14 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL Y1 Pl atin9g sppec • ANSI/TPI - 1995 THIS DESI(A IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) ' Support 1 -54 lb 1 0- 1-12 259 3.50" 1.50 2 3-11- 0 93 1.50" 1.50 BC 2x4 DFL Y1 PLATE VALUES PER ICBO RESEARCH REPORT 11607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 2 -45 lb Support -21 lb 3 1-I1- 4 63 1.50" 1.50" Mark all interior bearin locations. Install interior support s before erection. THEY ARE BASED ON 1.5•• HANGER NAILS FOR ,3 This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATING BASED ON CRELN L ER VALUES. Ii PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USPD THE UBC -97 Code. Bldg Enclosed . Yes, Importance Factor . 1.00 on the truss material at each bearing HANGERS.MUST BE RE-EVALUATED (BY iiTAERS). Truss Location - Not End Zone MAX DEFLECTION (span) : TC Snow 0.00 psf Hurricane/Ocean Line . No Exv Category . C ft Bldg Width . 30.00 ft L/999 MEM 3-4 (LIVE) LC 1 Wed. Bracing shown to for lateral support of components members only to reduce bidding lergth. This conponem shall not be placed in any TC Dead Bldg Length . 40.00 height ft, 75 L- 0.00' D-- 0.00" T- 0.00" ®TRUSS emAronrnent that will cause the moistum cement of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install Mean roof . 10.42 eph - Standard Occupancy, Dead Load . 12.6 CRITICAL MEMB(((ER FOODUR)RCES• 1.15 / 1.00 / 1.00 4445 Northpark Dr. UBC psf COMP. TEN3 (((( 3) 7.00 psf O.C.Spacing 2- 0- 0 Co7o Springs, CO 80907 1TC 42 1.25 / 34 1.25 0.1I 1-2 42 1 1 2W 25h/ h O.00I (BCS] 1-03) ard'BCSI SUMMARY SHEEfS'try WfCA end TPI. The Truss Plate Institute (iP0 Is braced of 587 dUrotrio Ute, htanicon, I _ BC CC%ouR.)/ TENS .(DUR.) CSI TRUSPLUS 6.0 VER: T6.5.2 NAsconsbs3719. The Axrierlcan Forest and Paper Association (AFPA) is located at I I I I 19th street. NW. Sid S,00. Aashington. DC 20036. t Bldg Code: 3-4 0(1.603/ 61(1.. 0.13 DEFL RATIO: L/240 TC: L/18 4-0 0(1.60 / 0(1.25 0.00 2-0-0 y 2-0-0 1 2 51 00 2-0-0 3 4 2-0-0 2-0-0 B2 W:108 R:93 U:-45 i' 1-1-15 2-9-11 SHIP ot T(uswalP3vsterns Plates are 20 as tmless cwn by "18"( a.l. '7i"f16, a.1 0r "MX" TWMX 20 aa) poSd"M per'oi- D ams Moe). CCeGeo Iates and false trarne rates are sdionedas s alSove. Sh Sble stud hates t0 av0id ovaria vnlh stnidural ares for sta le . �, / 1 I,. L V WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l Bui ldi ng Supply This design is for an IndWual building componerm net truss system f has been baud on specifications provided by the component manutaau,er W0: Dri ve_T_0770206_L0000 S_300001 ® and done in accordance with the amens oersions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : Bw #LC = 17 WT • 15# ' are to be venfied by the coriponem manufacturer and/or building designer prior to fabrication. The building design" must ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 S P=1.2 5 utilized on this design meet or exceed the loading Imposed by the local building code and the pdhWar application. The design assures that the top chord HOMEWOOD is laterally braced by the roof W floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 Wed. Bracing shown to for lateral support of components members only to reduce bidding lergth. This conponem shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens ®TRUSS emAronrnent that will cause the moistum cement of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install BC Li ve 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this buss In accordance with the following standards: 'Joint and cutting Detail Reports• available as output in" Twswal software, •ANSVM1 BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Co7o Springs, CO 80907 WrcAV-Wood Truss Council of America Standard Design Responsibilifies.'BUILDING CCMPONEPrr SAFETY INFORMAnCtr - (BCS] 1-03) ard'BCSI SUMMARY SHEEfS'try WfCA end TPI. The Truss Plate Institute (iP0 Is braced of 587 dUrotrio Ute, htanicon, I TRUSPLUS 6.0 VER: T6.5.2 NAsconsbs3719. The Axrierlcan Forest and Paper Association (AFPA) is located at I I I I 19th street. NW. Sid S,00. Aashington. DC 20036. t Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40' Hip Building Muder Truss ID: 16 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingg sppeec ANSI/TPI - 1995 THI$ DESIQI I$ THE COIPOSITE RESULT OF U�SFT uu,-,r1' 2' )39 10 - 1 O- 1-12 259 3. 50� 1. 50., 1.50 1.50 BC Zx4 DFL #1 PLATE VALUES PER ICBG RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING. Support 2 -68 lb Support 3 61 lb 2 5-11- 0 138 3 1-11- 4 138 1.50" 1.50 Mark all interior bear. locations. Install interior supportg(s) before erection. THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the UBC -97 Code. BRG REQUIREMENTS Shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE Bldg Enclosed - Yes, Iriportance Factor 1.00 on the truss material at each bearing Colo Springs, CO 80907 HANGERS RUST BE RE-EVALUATED (BY OT(iERS). Truss Location - Not End Zone Hurricane/Ocean Line No "CD Category - C MAX DEFLECTION (s rill) : MEM 3-4 (LIVE) LC 1 TRU SPLUS 6.0 VER: T6.5.2 (BCs11-03) and SCSI SUMMARY SHEETS' by WrCA and TPI. The Truss Plate lnstaute (TPI) is located at 583 aorrohio wise. Madison, VAAsconsin 53719. The American Forest and Paper Association (AFPA) Is located at I I I I I 91h Street. NW, Ste 800. V&shington. DC 20036. Bldg Len th - 40.00 f[ Bftg Midth - 30.00 ft 10.b2 ft, mph 75 L/999 L= 0.00" D= 0.00" T= -0.01" _ Mean rand height = UBC Standard Occupancy, Dead Load - 12.6 psf CRITICAL MEMBER FORCES:TC 11 (<(< 33 -71(1u25)/ TENS2(1uEA) 1-2 71 1.25 / S2 1.25 0 27 1-2 0.00 3 TENS. ((WR.3 CSI BC COMP. ((3- 0((DU 4 0 0 1.2S)/ 0(1.60) 0.00 2-0-0 2-0-0 1 2 5 0 2-0-0 2-0.0 3 4 2-0-0 2-0-0 B2 W:108 RA 38 U:-68 I 3-7.11 1-1I-15 SHIP 1 r� ® WARN/N Read all notes on this sheet and -jive a copy of it to the Erecting Contractor. This design Is f« an Individual building corrponent mt Inas system it has been based m specifications proNdad by Ina mr ponenn mamfarl.- end done in acoordanae with the anent aersions of TPI and AFPA design standards. No responsibility Is assumed for dimensional aooumcy. Dimensions ere to be %eMed by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the beds utilized on this design meet or euseed the loading imposed by the local building code and the particular application. The design assumes mat the top chord Cust: Mitchell Building Supply W0: Dri ve_T_0770206_L00005-300001 Dsg n r : Bw #LC = 17 WT : 19# TC Live 16.00 psf L i veDu r L=1.2 5 P=1.2 5 HOMEWOOD is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf S nowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce budding length. This component :hall crit be placed in any j TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens ®TRUSS emoironment that will cause the moisture content of the wood to exceed 19%andbr cause connector pale corrosion. Fatricate, handle, install j BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standardw Joint and Cutting Detail Report' awitabte as oritpd m froTruswal software. SAFETY INFORMATION BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 'ANSMIV,wrCAV-VWodTruwCrrmafofAmericasandardDesignResponsdrld'es.BUILDING COMPONENT TRU SPLUS 6.0 VER: T6.5.2 (BCs11-03) and SCSI SUMMARY SHEETS' by WrCA and TPI. The Truss Plate lnstaute (TPI) is located at 583 aorrohio wise. Madison, VAAsconsin 53719. The American Forest and Paper Association (AFPA) Is located at I I I I I 91h Street. NW, Ste 800. V&shington. DC 20036. Bldg Code: UBC -97 IDEFL RATIO: L/240 TC: L/181 Job Name: 30'x 40"Hip Building Muder Truss ID: J2 Qty: 4 BRG X -LOC REACT SIZE REQ'D TO 2x4 DFL #1 Plating spec ': ANSI/TPI - 1995 THIS DESIGN I:. THE COMPOSITE RESULT OF UPLIFT REACTION(S) : Support 1 -52 16 1 0- 1-12 227 3.50 1.50 2 1-I1- 0 108 1.50 1.50" PLATE VALUES PERxICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, Support 2 -ll d This truss is designed using the 3 7-11- 4 44 1.50" 1.50" Mark all interior bearing locations. Install interior supports) before erection. THEY ARE EASED ON 1.5" HANGER NAILS FOR 1 AND 3" RANGER NAILS FOR MULTI -PLY USC -97 Code. Bldg Enclosed =Yes, Ind Factor a 1.00 BRG REQUIREMENTS shotar1 are based ONLY at each bearing Shim bearings (if needed) for req. support. RATING BASED ON GREEN LIBER VALUES. -PLY GIRDERS. IF :.5" WN NAILS ARE USED, THE Zone Truss Location Not End Zone Hurricane/Ocean Line - No Exp Category - C On the truss material MAX DEFLECTION (s an) Colo Springs, CO 80907 RANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Length - 40.00 ft, Bldg Width - 30.00 ft Mean roof height a 10.42 ft, Mh - 75 L/999 MEM 3-4 (LIVE) LC 17 TRUSPLUS 6.0 VER: T6.5.2 wsconsin53719. The American Forest and Paper Association (AFPA)islocated atIII 119thStreet. NW. Sle$00.Washington. DO20036. UBC Standard Occupancy. Dead Load - 12.6 psf L= 0.00" D= -0.06" T= -0.06" CRITICAL MEMBER FORCES: C ((OlU.6U3% 136((0 963 1T2 020 2-0 -1(1.25)/ 1(1.60) 0.00 BC OOMP.(DUR.)/ TENS.(WR.) CSI 3-4 / 28(1.603 0.16 4-0 0(1.60)/ 0(0.90 0.00 8-0-0 8-0-0 1 2 5.00 B2 T T W:108 1-1-13 2.5-4 R'108 10 1-1-.13 10-315 :-11 1 1-11-11 SHIP 81 B3 Il W.308 W:108 R:227 R:44 U:-52 1.11-12 U: 8-0-0 3 4 6 8-0-0 -i i 8-0-0 F"Itsi HI K {4, ® WARNIN Read all notes on this sheet and give a copy of it to the Erecting contractor. This design is for an IrdWum building componert not cuss system It has been based on specifications proided by the carrponent manufacturer ! and done in accordance with the current wrsiens of TPI and AFPA design standards. No responsibility is assurned far dirnensional accuracy. DirMnsions are to be verified by the corlpalent manufacturer andfor building designer prior to fabrication. The building d signer trust ascertain that the bads' uUU7.ed on this design meet or exceed ure loading mpwsed by the local building code and the particular application. The design assumes that the top chord Cust: Mi tchel1 Bui l di ng Suppl y WO: Dri ve_T_0770206-L00005_JO0001 Dsgn r: 8w #LC = 17 Wr: 22# TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD is laterally braced by the roof or floor sheathkg and the bottom chord B laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowOu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shag not be placed in any TC Dead 14.00 psf Rep Mb r Bnd / Comp / Tens ®TRUSS ens4ronmem that will cause the moisture content of the wood to exceed 19%ardfor cause connector plate cemosion. Fabricate, handle, instal BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this cuss in accordance with the fonowing standards: Joint and tuning Detail Reports available as output from Truswnl software. 'AfSUrral1'•mcAr-wbodrmnssewn.alofAnadteStandamDesign Rmponsibiliies.BUILDINGCOMPONENT SAFETY INFORMATIorr- BC Dead 7.00 psf. O. C.Spacing 2- 0- 0 Colo Springs, CO 80907 (SCSI 1.03) and'SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Rate Institute (TPO is located at 583 Oonoldo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 wsconsin53719. The American Forest and Paper Association (AFPA)islocated atIII 119thStreet. NW. Sle$00.Washington. DO20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40"Hip Building Muder Truss ID: J4 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) Support 1 -51 lb 1 0- 1-12 322 3.50" 1. 50:: 2 3-11- 0 126 1.50' 1.50 BC 2x4 DFL 11 PLATE VALUES PER ICBG RESEARCH REPORT #1607. Mark all interior bearing locations. MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, Support 2 -40 lb This truss is designed using the 3 7-11- 4 51 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY Install interior support(s) before erection. Shim bearinggs (if needed) fior req. support. THEY ARE BASED ON 1.5" RANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY THE UBC -97 Code. Bldg Enclosed . Yes, Iimortance Factor . 1.00 Truss Location . Not End Zone on the truss material at each bearing PLATING RASED DN GREEN LWER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED RANGERS MUST BE RE-EVALUATED (BY OTAERS). Hurricane/Ocean Line . No Exp Category . C MAX DEFLECTION (s an) p L/999 MEM 3-4 (LIVE) LC 17 16.00 0.00 psf psf Bldg len9th . 40.00 ft Bidg Width . 30.00 ft Mean roof height . 10.$3 ft,mph 75 L= -0.02" D= -0.09" T= -0.10" utilized on this design meal or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord ' is laterally braced by the roof or near sheathing and the bottom chord Is laterally hared by a rigid sheathing material directly attached. unless otherwise UBC Standard Occupancy, Dead Load . 12.6 psf CRITICAL HEWER FORCES: Dead 14.00 psf (((( 33 /Comp /Ten s TRUSSemimment that will rause the moisture content of the wood to exceed 199E and/or cause connector plate corrosion. Fabricate, handle, install 1-2 29 1.25 / 47 1.25 0.23 '21(1U25)/ Live 0.00 psf 2-0 1(01U.60) 0. WI / 1.00 / 1.00 - and brace this truss in accordance with the failowing slandards:'Joint and Goring Detail Reports' available as output form Truswal software. INFORMATION BC COMP. (Dl TENS. WR. CSI Dead 7.00 psf 3-4 0(1.253/ 60 1.60 0.20 2- 0- 0 Colo Springs, CO 80907 1',wreAV-VAbodTruss Council ofAmerica Standard Design Responsihlales.'BUILDINcCOMPONENTSAFETY - 4-0 0(0.90 / 0 1.60 0.00 ` ` _ l.lufGetl II 8-08-0-0 8-0-0 2 5� 8-0-0 r 3 4 3. 8-0-0 8-0-0 avi 20ca 1 2-9-11 SHIP B3 W:108 R:51 U: WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design Is for an indl iduat building component nor mast system h has been based on spadfcallons provided by the component manufacturer W0: Dri ve_T_0770206_L0000 5_3 00001 and time In accordance with the convent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr' Bw #LC = 17 wT' 26# ' are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the lends TC TC Live Snow 16.00 0.00 psf psf Li veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 HOMEWOOD utilized on this design meal or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord ' is laterally braced by the roof or near sheathing and the bottom chord Is laterally hared by a rigid sheathing material directly attached. unless otherwise noted. Bracing shaven is far lateral support of components members only to reduce waving length. This component shag not be placed in any TC Dead 14.00 psf Rep Mb r Bnd /Comp /Ten s TRUSSemimment that will rause the moisture content of the wood to exceed 199E and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this truss in accordance with the failowing slandards:'Joint and Goring Detail Reports' available as output form Truswal software. INFORMATION BC Dead 7.00 psf O. C.Spacing 2- 0- 0 Colo Springs, CO 80907 1',wreAV-VAbodTruss Council ofAmerica Standard Design Responsihlales.'BUILDINcCOMPONENTSAFETY - (SCSI 1.03) and SCSI SUMMARY SHEETS by WrCA and TPI. The Truss Plate Institute (TPI) is located at 583 OOnotrio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wsconsin53719. The American Forest and Paper Association (AFPA)islocated at111119thSheet, Nw,Ste 800.Washington. DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40"Hip Building Muder Truss ID: A Qty: 4 BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platin�gg sppeec : ANSI/TPI 1995 THI$ DESICN IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) Support 1 -61 lb 1 0- 1-12 389 3.50' 1.50" 2 5-11- 0 167 1.50�� 1.50" Sc 2x4 DFL al PLATE VALUES PER ICBG RESEARCH REPORT 01601. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED CN THIS DRAWING, Support Z -69 lb This truss is designed using the 3 7-11- 4 63 1.50" 1.50" Mark all interior bearingg locations. Install interior supports before erection. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 AND 3" HANGER NAILS FOR MULTI -PLY - UBC -97 Code. Bldg Enclosed -Yes, Importance Factor v 1.00 BRG REQUIREMENTS shown are based ONLY Shim bearings (if neededWor req. support. -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE Truss Location -Not End Zonr. On the truss material at each bearing PLATING BASED ON GREEN L ER VALUES. HANGERS MUST BE RE-EVALUATED (BY OTf ERS). Hurricane/Ocean Line - No Expp.Category - C MAX DEFLECTION (s an) SnowDu r L=1.15 P=1.15 Bldg Length a 40.00 ft Bi dg Width . 30.00 ft Mean ran height - 11.f5 ft, mph - 75 L/999 MEM 3-4 (LIVE) LC 17 L= -0.05' D- -0.12" T= -0.17" 14.00 psf Rep Mbr Brill / Comp / Tens UBC Standard occupancy, Dead Load - 12.6 psf CRITICAL MEMBC(CER FORCES: BC Live 0.00 psf 1.15 / 1.00 / 1.00 CS (((( 33 X1(11 M and brace this suss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI rw ren r = lMeod Truss Council of America Standard Design Responsibilities.'eUILDING COMPONENT SAFETY INFORMATION - BC Dead 7.00 psf 25 .401 1-Z 60 1.25 / 63 1.25 0.40 2T0 -60 1 25)/ .00 Colo Springs, CO 80907 , (SCSI 1-03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) is located at 5B3170nobio Drive. Madison, BC COMP. WR. / TENS. WR. CSI TRUSPLUS 6.0 VER: T6.5.2 Wsconsin53719.TheAmercanForest and Paper Association (AFPA) is located atIIIIIthStreet. NW, Ste 800.Washington. DO20036. 3-4 0 1.25 / 93 1.60 0.26 UBC -97 DEFL RATIO: L/240 TC: L/18 4-0 0 1.25 / 0 0.90 0.00 B-0-0 { 8-0-0 2 - s 3 8-0-0 41 80-0 8-0-0 2-9-13 -11 IIl SHIP B3 W:108 R:63 U: Tru I stems Pyles are 20 , unless slpwn "l8"(t�e ga 11- B,Aa. "hn "(i v resit to 93 ). Pols" toneo per Uont P tans tc7ft IrGepes and to se frame p es are post" as s a e. hili g lb?" st Plates to av d over a vnlh structural ales forst le . 011' ' I L u u b WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply ` ibis design is for an inciwduat building compoom enot truss 37atem n has been based on specttcmions P-ided by the conponem manufacturer W0: Dri ve_T_0770206_L00005_]00001 ® and done in accordance with the current oersions of TPI end AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • Bw ' #LC = 17 WT • 30# ere to be verirred by the component manufadumr and/or building designer prior to fabrication. The building designer mnl ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. Thn design Assumes that the top lard TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD Is laterally braced by the Hoof or now sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shag no be Placed in any TC Dead 14.00 psf Rep Mbr Brill / Comp / Tens ®TRUSS ® environment that will cause Nre e moistucornem of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. M and brace this suss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI rw ren r = lMeod Truss Council of America Standard Design Responsibilities.'eUILDING COMPONENT SAFETY INFORMATION - BC Dead 7.00 psf D.C. $ pacing 2- 0- 0 Colo Springs, CO 80907 , (SCSI 1-03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) is located at 5B3170nobio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wsconsin53719.TheAmercanForest and Paper Association (AFPA) is located atIIIIIthStreet. NW, Ste 800.Washington. DO20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40' Hip Building Mulder Truss ID: A Qty: 4 BRG X -LOC REACT SIZE REQ'D T 2x4 DFL #1 Plating spec : ANSI I - 1995 THis IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) ' Support 1 -72 lb 1 0- 1-12 447 3.50" 1.50" 2 7 0 211 1.50" 1.50" BC 2x4 DFL M1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. DESIGN MULTIPLE LOAD CASES. Support 2 -95 lb -ll- 3 7-11- 4 86 1.50" 1.50 Loaded for 30 PRF non -concurrent BCLL. Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR This truss is designed using the UBC -97 Code. BRC REQUIREMENTS shown are based ONLY Install interior supports) before erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY THE Bldg Enclosed . Yes, Importance Factor . 1.00 Truss Location - Not End Zone on the truss material at each bearing Shim bearings (if needed) for req. support. PLATING BASED ON GREEN LOMB VALUES. GIRDERS. IF 2.S" GUN WAILS ARE USED HANGERS MUST BE RE-EVALUATED (BY OTAERS). Hurricane/Ocean Line - No Exv Categoi - C MAX DEFLECTION (span) p L/938 MEM 3-4 (LIVE) LC 1 psf 14.00 psf Rep Mbr Bnd / Comp / Tens Bldg length - 40.00 ft B)dg Width - 30.00 ft Mean roof height . 11.67 ft, aph - 75 L= -0.10" D= -0.17" T= -0.27" BC Live 0.00 psf UBC Standard Occupancy, Dead Load . 12.6 psf CRITICAL MEMBER FORCES: and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output from Tnuswat software, .n .ANS�I1.VvrCAV-WoodTrussCouncilofAmedcesadard BC Dead 7.00 psf -P1(D1U25)/ Th DUR 33 a00I Colo Springs, CO 80907 Design Resportsibtdies,sunntNccoMPONeMrsAFErvtNFORMAnorr- (((( 1-2 89 1.253)/ 80 1.25)))) 0.65 (BCSI 1-03) and SCSI SUMMARY SMEt f5 by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 DrOnotrio Orive, Madison, 2T01(11.2i) TRUSPLUS 6.0 VER: T6.5.2 R. BC COMP. '25-('160 Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 e 0(11U.25)% 0 0.002 8-0-0 8-0-0 5.00 2 2-0-0 8-0-0 3 � 4i r 8-0� 8-0-0 B2 W:108 R:211 LIA5 4-5-11 1 SHIP 83 1/n 08 R:86 U: 1ruswal I stem rtes are 20 �a. unless stlown b "l6'(�1w8�ga."M'qh, 0r "MX (TVKN)C 20 qa ), pofidi xted per Joint Dr(lails Report. Ircleo pas a fa se frame aces are pond ass a ve. 3hrR ole stud PPlales to avoid over ap vnth stnutural p ares ((or staple). 5/1/2006 /ZOO V WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design Is for an intliMduat buitamp conisonent not truss system It has been based on epetlarMions ProMded by the amponent manufacturer WO: D ri ve_T_0770206_L0000 5_100001 ® dimensional accuracy. Dimensions AFPA design standards. No responsibility Is assumed for dimme and done in accordance with the current versions of TPI and m Dsgnr: Bw #LC = 16 WT: 34# are to be verified by the con ponent manufacturer and/or building designer prior to fabrication. The building designer trust aseeMein that the loads TC Live TC Snow 16.00 psf 0.00 L i veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 HOMEWOOD utilized on this design meet or eueeed the loading inposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the root or floor sheathing and the bottom chard! Is laterally braced by a rigid sheathing material directly attached, unless otherwise • rated. Bracing sham is for lateral support of components members only to reduce budding length. This component shall not be plated in any TC Dead psf 14.00 psf Rep Mbr Bnd / Comp / Tens ®TRUSS emAronneM that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output from Tnuswat software, .n .ANS�I1.VvrCAV-WoodTrussCouncilofAmedcesadard BC Dead 7.00 psf O. C.Spacing 2- 0- 0 Colo Springs, CO 80907 Design Resportsibtdies,sunntNccoMPONeMrsAFErvtNFORMAnorr- (BCSI 1-03) and SCSI SUMMARY SMEt f5 by WfCA and TPI. The Truss Plate Institute (TPI) is located at 583 DrOnotrio Orive, Madison, TRUSPLUS 6.0 VER: T6.5.2 1AAsconsin53719. The American Forest and Paper Association (AFPA)islocated at111119thStreet. NW. Ste 600.Nbshinglon.DC2003B. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40' Hip Building Muder Truss ID: J10 Qty: 4 BRG X -LOC REACT SIZE RE Q'D TC 2x4 DFL #1 Plating soot ANSI/TPI 1995 IRIS DESIGN IS TIIE COMFt35ITE RESULT OF UPLIFT REACTION(S) 1 0- 1-12 409 3.50" 1.50" 0-12 497 1.50" 1.50" BC 2.4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1601. MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED W THIS DRAWING, Support 2 -220 lb Support 3 -148 lb 2 8- 3 9-11- 0 47 1. S0" 1.50 Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearingg locations. THEY ARE BASED ON 1.S'• HANGER NAILS FOR This truss is designed using the Code. 4 7-11- 4 81 1.50" 1.50" Install interior supportsI before erection. VALUES. 1 -PLY AND 3" RANGER NAILS FOR MULTI -PLY GIRDERS.AREUSED IFT28E BldUBC-97 nclosed -Yes.Factor - 1.00 BRG REQUIREMENTS sham are based ONLY PLATING BASED ON GREEN LUUhhBBER RGUNVALIIIATED OTilETHE TrussELocation End Zone C on the truss material at each bearing noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any Hurricane/Ocean Line - No Ex Category - Bldg Len th - 40.00 ft Bldg Width - 30.00 ft MAX DEFLECTION (span) 18 Rep Mbr Bnd / Comp / Tens I I ® TR USS Mean raheight = b7 ft, oah - 15 Dead Load 12.6 L/999 MEM 3-4 (LIVE) LC L= -0.07" D= -0.14" T. -0.21" 0.00 psf 1.15 / 1.00 / 1.00 ard Occupancycy,,. psf UBC Standard CRITICAL MEMBER RIRCES: BC Dead 7.00 psf O. C. Spaci ng 2- 0- 0 TC COMP• WR. / TENS. WR. CSI (BCSI 1.03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate InstRute (TPI) is located al 583 D'Onofrio Orae• Madison. 1-2 126((1.603/ 102 1.25 0.61 TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street. NW. Ste 800. Washington. DC 20036. Bldg Code: 2-0 -90(1.253/ 18 1.60 0.60 0-0 -1(1.25 / 1 1.60 0.00 ----- BC COMP. WR.)/ TENS.(WR.) CSI 3-4 0(1.253/ 158(1.603 0.32 4-0 0(1.25 / 0 0.90 0.00 B-0-0 8-0-0 1 2 S 5.000 B3 W:108 2 R:47 W:108 U:-148 R:497 U:-220 4-5-13 3-7-15 5-3-11 SHIP -2.5-4 y 0-3-15 \ R1 B 2-0-b 8_O__ Boo � 3 4' B-0-0 i B-0-0 OVER 4 SUPPORTS TTru I SS tem )2lea are 20 a. unless ixtea a 1s (lhowrTaf a Shd[ g�ble stud IatT�es tXoa did overlap Hutoneh structi al laces (or, sesta le).5/11/2006 Cirde�pl ries a false frac a pates are p ARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design is for an hldiMdual buildirng component not tut system It hes been based on specifications pmNded Try the component menaracturef WO: Drive T_0770206_L00005_)00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No msponsibilty is aswmed fordimensimal a=mcy. Dimensions Dsgn r: Bw #LC = 18 WT: 37# are to be verified by the wnponem manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Inposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Live Dur L=1.2 5 P=1.2 5 HOMEWOOD L4 laterallybraced by the hoof or fiber sheathing and the bottom chord is latently braced by a rigid sheathing material directly attached• unless otherwise TC Snow 0.00 psf SnowDu r L=1. 15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens I I ® TR USS emirenment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install BC Live 0.00 psf 1.15 / 1.00 / 1.00 444 $ Northpark Dr. and brace Nis truss in accordance with the following stardards:'Joim and cutting Detail Reports• available as output hrn oTrusw ll software. 'ANSVTPI 1'. VVTCA 1' - WOW Truss council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION- BC Dead 7.00 psf O. C. Spaci ng 2- 0- 0 Colo Springs, r CO 80907 (BCSI 1.03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate InstRute (TPI) is located al 583 D'Onofrio Orae• Madison. TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street. NW. Ste 800. Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40"Hip Building Muder Truss ID: J12 Qty: 4 BRG X -LOC REACT SIZE REQ 'D TC 2x4 OFL 41 Plating spec ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) Support 1 -29 lh 1 0- 1-12 409 3.50" 1.50" 2 8- 0-12 512 1.50" 1.50" BC 2x4 DFL 41 PATE VALUES PER IC30 RESEARCH REPORT 41607. MULTIPLE LOAD CASES. 1F HANGERS ARE: INDICATED ON THIS DRAWING, Support 2 -225 lh Support 3 -163 16 3 10- 0-12 30 1.50 1.50 Loaded for 10 PSF non -concurrent SCLL. Mark all interior bearingy locations. THEY ARE BASED ON 1.5" HANGER NAILS FOR 11, support 4 -36 d This truss is designed using the 4 11-11- 0 84 1.50" 1.50" Install interior supports) before erection. BASED ON GREEN LUU�ill VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE UBC -97 Code. 5 7-11- 4 81 1.50" 1.50" PLATING HANGERS MUST BE RE-EVALUATED (BY OTAERS). TrussELocation Yes, Enu doZonece Factor 1.00 BRG REQUIREMENTS shown are based ONLY TC Snow 0.00 psf SnowDu r W. 15 P=1.15 On the truss material at each bearing noted. Bracing shown is for lateral support of orhents members only to reduce duckling length. This component shall not be paced in any corfhp TC Dead Hurricangeg/Ocean Line No Ex Category . C ft 00 ftb7 MAX DEFLECTION (span) : -- enMmnmem that will cause the moisture camera of the wood to e=eed 19% and/or cause connector plate corrosion. Fabricate, handle. install Mean roottheigh40 ft9 m*dthvin= 75'00 L/999 MEM 3-4 (LIVE) LC 18 L= -0.07" D= -0.14" T= -0.21" 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 Oc UBC Standard cupancy. Dead Load - 12.6 psf CRITICAL (EMBER FORCES: 7.00 psf O. C. Spaci ng 2- 0- 0 TC COMP. WR. / TENS .(DUR.) CSI 102(1.25) 0.62 1-2 -162 1.60 / 2-0 -95 1.25 / 0.60 Vilsconsin 53719. The American Forest and Paper Association (AFPA) Is located at II11 19th Street. NW, Ste 800. Washington, DC 20036. Bldg Cade: UBC -97 (( )) 0-0 -Z1 1.25 / 31(1:6 0.0100 BC COMP. DIIR. / TENS. WR. CSI ' 3-4 0((1.60 / 19(1 1.60 0.32 4-0 0(1.25 / 0 1.25 0.00 5-3-13 z 0-3-15 8-0-0 L 8-0-0 1 2 5r5 0 00 8-0-0 3 - 4 8-0-0 8-0-0 OVER 5 SUPPORTS B4 W:108 R:84 UAIS 6-1-11 3-7-15 SHIP �rusvral Svstemljtes are 20 �a. unless stl0vm� "18"(aFP(�6. 1 W " ud"(iVuMX 20 Oa) po t orad per Joint Details Report. Irded prates fa se frame p les are posits as s al5ove. Sh��961e st plates to av id ov cup with stnrclural Wales a stn le . 5/11/2006 WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mi tchel l Bui l di ng Suppl y This design is for an bdlvhdual building component not truss system. it has been based on spedfications podded W me component manufacturer W0: Dri Ve_T-0770206_L00005_300001 ® and done in accordance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r: Bw #LC = 22 WT: 41# are to be verified by the component manufacturer andfor building designer pror to fabrication. The building designer must ascertain that the bads TC Li Ve 16.00 psf Li VeDu r W. 2 5 P=1.25 utilized on this design meet or wtceed the loading imposed by the local building code and the particular application. The design assumes that the lop Mord HOMEIn/OOD is laterally braced by the roof or floor sheathing and the bottom Mord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r W. 15 P=1.15 noted. Bracing shown is for lateral support of orhents members only to reduce duckling length. This component shall not be paced in any corfhp TC Dead 14.00 psf Rep Mbr Bnd / Comp / Tens ®TRUSS enMmnmem that will cause the moisture camera of the wood to e=eed 19% and/or cause connector plate corrosion. Fabricate, handle. install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and dace this truss in accordance with the following stanhdards:'doira and Cutting Detail Repons' available as output fun Tnuswal software, 'ANSVTF4 V. NVTCA V. Wood rnrss Council of America Standard Design Responsibilities.BUILDING CCMPCNEW SAFETY INFOR ATTIC •- BC Dead 7.00 psf O. C. Spaci ng 2- 0- 0 (Br -SI 1-03) and BCSI SUMMARY SHEETS' by VVTCA and TPI. The Truss Pale Institute (TPI) is located at 593 D'Onofdo Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 Vilsconsin 53719. The American Forest and Paper Association (AFPA) Is located at II11 19th Street. NW, Ste 800. Washington, DC 20036. Bldg Cade: UBC -97 DEFL RATIO: L/240 TC: L/18 Job Name: 30'x 40"Hip Building Muder Truss ID: J14 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingy sppec • ANSI/TPI 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTICN(S) ' Support 1 -15 lb 1 0- 1-12 409 3.50 1.50" 2 8- 0-12 513 1.50 1.50" BC 2x4 DFL #1 RATE VALUES PER ICBO RESEARCH REPORT #1607. BCLL. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 2 -227 lb Support 3 -176 lb 3 10- 0-12 37 1.50 1.50 Loaded for 10 PSF non -concurrent Mark all interior bearing locations. THEY ARE BASED ON 1.5" HANGER NAILS FOR MULTI Support 4 -80 lb Support 5 -44 lb 4 12- 0-12 176 1.50" 1.50",Install interior supports) before erection. 48 1.50" PLATING BASED ON GR LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR -PLY GIRDERS. IF 2.5'• GUN NAILS ARE USED THE This truss is designed usino the 5 13-11- 0 1.50" HOMEWOOD HANGERS MUST BE RE-EVALUATED (BY UAERS). UBC -97 Code. 6 7-11- 4 81 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY Snow TC Dead 0.00 psf 14.00 psf Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone on the truss material at each bearing and brace this truss in accordance v h the following standards: Joint and Cutting Detail Reports available as output from Truswal software, 'ANSUTIPI 1'. WrCA V Wood Truss Council America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATICIV BC Live BC Dead Hurricane/Ocean Line - No ExppCategory - C Bldg Length - 40.00 ft Bidg Width - 30.00 ft MAX DEFLECTION (s an) IV L/999 MEM 3-4 (LIVE) LC 25 Colo Springs, CO 80907 - of - Mean roof height - 11.7 ft, mph 7S UBC Standard Occupancy, Dead Load - 12.6 psf L= -0.07" D= -0( T= -25 TRUSPLUS 6.0 VER: T6.5.2 =§l 1. 3) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Rate Institute (rPQ is located at 583 Conofrio Drive, Madison. Wscomsin53719. The Arnerican Forest and Paper Association (AFPA) is located at 1111 191h Street. NW, Ste &W, Washington, DC 20036. CRITICAL MEMBER FORCES: UBC -97 DEFL RATIO: L/240 TC: L/1F TC CO4P. WR. / TENS. fflt CSI 0.62 197 1.60 / 102(1.25 1-2 -16, 2-0 96 1.25 / 0.60 0-0 -63 1.60 / 39((1.253 0.10 Z1 1(1.60) 0.00 0 0 1.29 % BC COMP. ((DUR.3/ TENS. ((DUR.3 CSI 220(1.) 4 0 0(1.25)% 0.00 - 1 , 8-0-0 8-0-0 1 2 5� 85 W:108 R:48 U:-44 2-0-0---- B-0-0 - - - - - t 3 4i 8-0-0� B-0-0 OVER 6 SUP12ORTS ~ t T -W1 Systems Tates are 20 qa. unless s1lgm b ""'ggp vH"q6, or "M� (TwMX 20 ca ) po)Sitioned per JoinDetails deport. CirclLw prates a�false frame plates are d as s e. h�� ble st Plates to avdid over ap with structural plates or staple). 5/11/2006 WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell Building Supply This design is for an Individual building component not truss system. n has been based on specifications provided by the component manufacturer W0: Dri ve_T_0770206_L00005_J00001 ® and done in accordance with the current versions of TR and AFPA design standards. No responsibility is assumed for dirrensionai accuracy. Dimensions Dsg n r BW #LC = 30 WT 45# are to be verified by the component manufacturer and/or building designer prior to fabrication. The budding designer must ascertain that the bads TC Live TC 16.00 psf L i veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord U laterally braced by the roof or poor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly adadted, unless otherwise ®TRUSS noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be paced in any environment that will cause the moisture condom of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install Snow TC Dead 0.00 psf 14.00 psf r Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss in accordance v h the following standards: Joint and Cutting Detail Reports available as output from Truswal software, 'ANSUTIPI 1'. WrCA V Wood Truss Council America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATICIV BC Live BC Dead 0.00 psf 7.00 psf 1.15 / 1.00 / 1.00 O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 - of - TRUSPLUS 6.0 VER: T6.5.2 =§l 1. 3) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Rate Institute (rPQ is located at 583 Conofrio Drive, Madison. Wscomsin53719. The Arnerican Forest and Paper Association (AFPA) is located at 1111 191h Street. NW, Ste &W, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/1F d JIM PURSELL, P.E. 2360 BALDWIN AVE. CALIFORNIA Llc. 60924 OROVILLE, CA 95966 WASHINGTON Llc. 3B 1 21 PH. (530) 533-21 31 I FAX (530) 534-0902 1 November 14, 2005 - I i Butte County 1 Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, Shop for Steve Muders on Lot 6, Twin Palms Subdivision, Sega Avenue, Chico, CA I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000pounds. Where inadequate; foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per' square foot. Thank you for your consideration. I /Sinrely, sell. P.E. I BUTTE COUNTY BUILDING DIVISION APPROVED Jim Pursell Civil Engineer RCE 60924 Date: 11/02/05 Job Number: 105-10-117 Job Name: Shop for Steve Muders Job Location: Lot 6, Twin Palms Subdivision, Chico Analysis: 2001 CBC . G Dead Loads I Live Loads Roof: Concrete Tile 12.0 1/2" O.S.B. 1.5 Framing 5.0 Insulation ' 1.0 1/2" Gypsum 2.5 22.0 psf. 16 psf Wall: Stucco 10.0 Framing 3.5 i/2" Gypsum 2.5 Insulation 1.0 17.0 psf. Floor: Concrete 50.0 50.0 psf. 40 psf. Lateral Loads Wind: P=C,C�gI where Exposure B Ce 0.62 @ 15 feet Cq 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5C,IW/l .4R where Ca 0.36 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200 psf/ft. Page #1 AS Z ps ( S.3 / 3 -- C Therefore, F'c = Actual Compression Stress: fc = Load/ Area 512 psi fc = 168 piisi 1 fc < F'c 168 < 5112 2x6 #2 D. 171. Load = 1388 Ib. Area = b*h = 8.25 sq.in. OK! OK in compression only Page -3 f Muders Shop Column Calculations for King Studs 0 Windows: Slenderness Ratio: Stud: 2x6 #2 D.F. Lei (ft.) = 13.63 Ke = 1.0 di (in.) = 5.50 Le2 (ft.) = 8.00 d2 (in.) = 1.50 Lel Ke = 1 163 ft. Lei/di = 30 < 50 OK Le2/d2 = 64 <5 OK (during construction Column Stability Factor: Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 #2 D.F. stud: IIIb = d2 = 1.50 h = di = 5.50 Fc = 1350 psi F'c = Fc*CD*CM*CYCF•Ci•Cp CD = 1.25 CM = 1.00 F'c = 2194 psi CF = 1.30 Ct = 1.00 Ci = 1.00 Fce' Ke*E/(Lei/di)^2 Kce = 0.30 (visually graded lumber) Fce = 543 psi E = 1.60 X 10^6 I Fce/F'c = 0.25 C = 0.8 (sawn lumber) Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - Fce/F'c /C ^1/2 = 0.23 Therefore, F'c = Actual Compression Stress: fc = Load/ Area 512 psi fc = 168 piisi 1 fc < F'c 168 < 5112 2x6 #2 D. 171. Load = 1388 Ib. Area = b*h = 8.25 sq.in. OK! OK in compression only Page -3 Muders Shop Column Calculations for King Studs Ca windows: Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) < 1.0 where fc < Fce Fb = 900 psi (#1 D.F. sawn lumber) F'b = Fb'CD'CM'Ct'CF'Ci'Cr CD = 1.60 CF = 1.30 F'b = 2153 psi Cr = 1.15 Calculate Bending Stress fb Wind Pressure P = Ce•Cq*q•I Ce = 0.62 = 1.00 Trib. Width = 3.67 ft. w (unif.load) = P x Trib.Wdth = 26.4 pif Reactions @ top & botom = w(Let)/2 = 180 Ib. M (maximum moment) = w(Lel)A2/8 = 613 ft.- Ib. fb = Mc/I = (6M)/(bh^2)-= 973 psi Thus....... (fc/F'c)^2+fb/(F'b(1-fdFce)) = 0.76 <1 where Use 2x6 #2 D.F. Page 2i CM = 1.00 Ct = 1.00 Ci = 1.00 Cq = 0.80 q = 14.50 psf Lei (ft.) = 13.63 b=d2= 1.50 h=di=5.50 fc < Fce 168 < 543 OK! Muders Shop Column Calculations for Kinci Stud & Trimmer (a 18' Door: Slenderness Ratio: I Stud: 2-2x6 #2 D. F. Lei (ft.) = 13.63 Ke = 1.0 di (in.) = 5.50 Le2 (ft.) = 8.0:0 d2 (in.) = 3.00 Lei (Ke) = 13.63 ft. Lei/di = 30 < 50 OK i Le2/d2 = 32 < 75 OK (during construction) Column Stability Factor: CP = (1+Fre/F'c)/2c) - (((1+Fee/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 #2 D.F. stud: b = d2 = 3.00 h'= di = 5.50 Fc = 1350 psi I F'c = Fc*CD-CM-Ct'CF-Ci'Cp CD = 1.25 CM = 1.00 F c = 2194 psi i CF = 1.30 Ct = 1.00 Ci = 1.00 l Fee = Ke*E/(Lel/di)^2 Kce = 0.30 (visually graded lumber) Fce = 543 psi E = 1.60 X 10^6 Fce/F'c = 0.25 C= 0.8 (sawn lumber) i Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 = 0'23 Therefore, Fc = 1 512 psi Actual Compression Stress: { I fc = Load / Area fc = 111 psi i i fc < FIC 111 < 512 2-2x6 #2 D jF. Load = 1834 Ib. Area = b*h = 16.5 sq.in. OK! OK in compression only Page 5 Muders Shop Column Calculations for Kina Studs 0 windows: Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1=fc/Fce)) < 1.0 where fc < Fce Fb = 900 psi (#1 D.F. sawn lumber) F'b = Fb'CD'CM'CYCF'Ci'Cr CD = 1.60 CF = 1.30 F'b = 2153 psi Cr = 1.15 Calculate Bending Stress fb Wind Pressure P = Ce•Cq•q•I Ce = 0.62 1 = 1.00 Trib. Width = 9.67 ft. w (unif.load) = P x Trib.Wdth = 69.5 plf Reactions @ top & botom = w(Lei)/2 = 474 Ib. M (maximum moment) = w(Lel)A2/8 = 1615 ft.- Ib. fb =-MGI = (6M)/(bh^2) = 1281 psi Thus....... (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) = 0.80 <1 where Use 2-2x6 #2 D.F. Page 6 CM = 1.00 Ct = 1.00 Ci = 1.00 Cq = 0.80 q = 14.50 psf Lei (ft.) = 13.63 b=d2= 3.00 h=di=5.50 fc < Fce 111 < 543 OK! 0 Lateral Analysis Steve Mudei's Shop End Walls:. Improtance Factor I = 1 Seismic Roof Weight: Page Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 777 x 22 = 18519 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 490 x 17 = 8330 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 26849 Wood Base Shear (lb) V=(2.5xCaxIxW)/(1.4.xR)= ` 3138 Bearing Walls: I Improtance Factor I = 1 Wind Roof: Windward r a Leeward q I P q (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76.0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 5 0.7 5 14.5 1 = 52.2 P(20)= 0.67 0.3 45 0.7 45 14.5 1 = 437 P(15)= 0.62 0.3 16 0.7 16 14.5 1 = 144 0 14.5 1 = 0 Wall: Windward Leeward q I P Leeward (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 , 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 i 0 14.5 1= 0 P(15)= 0.62 0.8. 140. 0.5 140 14.5 1 = 1636 0.5 !' 0 f j P (Total) = 2269 Seismic GOVERNS 1 P (Total) Seismic Roof Weight: Page Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 777 x 22 = 18519 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 490 x 17 = 8330 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 26849 Wood Base Shear (lb) V=(2.5xCaxIxW)/(1.4.xR)= ` 3138 Bearing Walls: I Improtance Factor I = 1 Seismic GOVERNS Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 777 x 22 = 18519 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 490 x 17 = 8330 Ca = 0.36 Total Wt.(Ib) R =.4.5 W = . 26849 Stucco Base Shear (lb). V=(2.5xCaxIxW)/(1.4xR)= 3836 Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. xIA) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 10 14.5 1= 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 `f Wall: Windward Leeward q ` I P (Coef.) (Coef.x A ,+ Coef. x'A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 10 14.5 1= 0 P(25)= 0.72 0.8 0 0.5 1 0 14.5 1= 0 P(20)= 0.67 0.8 0 0.5 i 0 14.5 1 = 0 P(15)= 0.62 0.8 0 0.5 !' 0 14.5 1 = 0 I P (Total) _ 0 Seismic GOVERNS Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 777 x 22 = 18519 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 490 x 17 = 8330 Ca = 0.36 Total Wt.(Ib) R =.4.5 W = . 26849 Stucco Base Shear (lb). V=(2.5xCaxIxW)/(1.4xR)= 3836 S-A' op r .�F �7'vc,c,o Pa��-Ls ,1.R� C�S�� �/N�iL►u-�t RAn.�.� �It�;'f� = � Z = � / - = STc�c�� P%�N,�LS ��<?F'�l�T� �*Y 13�r1'zJ•1�G IiVW �s /��% � � .r . /A "s - <=>Y�TvF-^j IA-�� oT A c-,,1-9c��� 6� /�'S PJ -F c7 -):Cr% rrl/,✓��rv��)' ,qPM i (�,, 3i _ _ 2 -yam = 3 PAP, co0 ok s �{ o IL v� � PNo6 - Sb�3 ��Upawivs -'5-:ST3 • C� �'('f-1 I� � N SLS JOB: Muders Steve M18 LOCATION: Butte Co. M iTeko TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heigh Ca.95610 Phone:(916)676- 00 Fax:(916)676-1909 It ► LUMBER ► HARDWARE No. STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 su couNrr BUILDIN DIVISION APPR E 1 y 44 This Image was created with ..ii� FMcaK \� TIMBER PRODUCTS INSPECTION ® 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 J M —IS TRUSS SCHEDULE MiTek Tails �, .. HIP GIRDER ®� OSIDE JACKS.�0 Project: Muders_Steve County: BUTTE Contractor: Endeavor Homes Date: November 3, Zoos Roof: TILE Plan: Snow: o Drawn By: Mw ITail Cut: Plumb Steve Mujers #4 CIM00 O N r r r � EJ412) V, �IJ2 k 1 t l 3 i 4 i 3 I 2 E 2) jcm lc) J2 irs m _ I I Endeavor Homes P.Q. ;)ox 1947 1` Qrovi(le, Ca.95Y65 ` (530) 534-0300 I ill# iTekO Re: Muders_Steve 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 8927488 thru RI 8927503 My license renewal date for the state of California is September 30, 2006. November 4,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job russ TrussType City Ply 00 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R18927488 MUDERS_STEVE A ROOFTRUSS 2 2 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Nov 0312:18:31 2005 Page 1 i -1-4-0i 5-5-15 6-0-7 10.3-0 15-0-0 I 19-9-0 I 23.11.9 2A-6,1 30.0.0 1-4-0 5.5.15 0-6.8 4.2-9 4.9.0 4-9-0 4.2.9 0.8-8 5.5.15 1-4-0 Scale = 1:54.7 4x8 = 5.00 12 1.5x4 II 3x8 = 1.5x4 II 4x8 = 3x5 = 16 • 15 14 13 12 3x5 = 2x4 II 3x8 = 8x9 = 3x8 = 2x4 II 5.5.15 I 10-3-0 I 15-0-0 19-9-0 24.6.1 I 30.0.0 5-5.15 4-9.0 4-9-0 4.9.0 4-9.0 5-5-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.17 14 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.44 14 >814 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 300 lb LUMBER BRACING TOP CHORD 2 X 4 DF NoA&Btr TOP CHORD Sheathed or 6-0-0 cc purlins, except BOT CHORD 2 X 6 OF No.1&Btr 2-0-0 cc purlins (5-3-0 max.): 3-8. WEBS 2 X 4 DF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 2=2308/0-5-8, 10=2308/0-5-8 Max Horz2=-7(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-5079/0, 3-4=10/0, 3-17=-7086/0, 5-17=-7102/0, 5-6=-7090/0, 6-7=7090/0, 7-18=7102/0, 8-18=7086/0, 8-9=-10/0, 8-10=-5079/0, 10-11=0/36 BOT CHORD 2-16=0/4618, 15-16=0/4606, 14-15=0/7982, 13-14=017982, 12-13=0/4605, 10-12=0/4618 WEBS 3-16=0/423,3-15=0/2828, 5-15=-747/81, 6-15=1010/0, 6-14=0/399,6-13=101 1/0, 7-13=-747/81, 8-13=012828,8-12=01423. NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: ' Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 cc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Girder carries hip end with 5-7-6 end setback. 8) Design assumes 4x2 (flat orientation) purlins at cc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 Ib down and 45 Ib up at 24-4-1((,' and 246 Ib down and 45 Ib up at 5-7-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 4,2005 A WARNING - Fertfb design Parameters and READ NOTES ON THIS AND INCLUDED BITTER REFERENCE PAGE AM -7473 BEFORE USE. De Ign valid for use on Nwith MTek connectors. This design is based on NuPon Parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation cf component is responsibility of building designer- not truss designer. Bracing shown - 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Creech, DS&89 and 90511 Building Component �ekm Safety Information available from Truss Plate Institute,. 583 D'Onofrio Dive, M Madison, WI 53719. " Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4-13/ *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/8 -► f - C2 C3 3. Place plates on each face of truss at each jointand embed fully. Avoid knots and wane O at joint locations. AcJ �,, 11 0 = 4. Unless otherwise noted, locate chord splices a U /I at 'panel length (± 6'from adjacent joint.) Ce C7 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of •For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® y\7NJ vwlq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russ Truss Type ty1ply o0 R18927488 MUDERS_STEVE A ROOFTRUSS 2 Z Job Reference (optional) LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-64, 3-4=-64, 3-17=-63,.17-18=-115,8-18=82, 8-9=-64, 8-11=-64,2-10=-36(F=-16) Concentrated Loads (Ib) Vert: 3=-246 8=-246 ® WARNING - Ver(/y design Parameters and READ NOTES ON THIS AND DICLUDED MUTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design void for use only with Wok connectors. This design is based any upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610MI1 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 ANSI/rPll QualOy Criteria, DSB-89 and BCSII Building Component 41 Safety Information available from Truss Plate Institute; 583 D'Onof to Drive, Madison, WI 53719. MITek R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/e -► /8 C3 J5 3. Place plates on each face of truss at each o co joint and embed fully. Avoid knots and wane U �ZX ; 0 at joint locations. U �h u U 4. Unless otherwise noted, locate chord splices CL at 14 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ ca c7 c6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9'from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. "This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTekO ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITekO Holdings, Inc. Job russ Truss Type Qty Ply 3x8 = x ' 8 l5a CM 12 a 13 � �1 3x8 = 18 17 141 16 15 3x6 = R1892748MUDERSSTEVE Al ROOFTRUSS 2 1ob J`0 18-2-0 2481 30-0-0 5.5.15 6-41 6-41 Reference (optional) -14-0 i 5-5.15 8.0-7 11-10-0 18-2-0 21.11.9 2481 30.0-0 i3l.4-0 1-4-0 55.15 288 3.9-9 6.4-1 3.9.9 2-6-8 5.5.15 1-40 Scale = 1:54.7 1. Sx4 II 1.5x4 II 1.5x4 II 1.5x4 II 5.00 12 012 = 4 6 10 11 4 10 � REACTIONS (Ib/size) .2=1349/0-5-8,13=1349/0-5-8 Max Horz2=-9(load case 3) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2737/0, 3-4=-45/3, 4-6=-3(0, 3-5=-4033/0, 5-7=-4042/0, 7-8=4042/0, 8-9=-2484/0, 9-12=-2484/0, 10-11=-3/0 , 11-12=-45/10,12-13=-2704/0,13-14=0/32 BOT CHORD 2-18=0/2463, 17-18=0/2457, 16-17=0/4009, 15-16=0/4009, 13-15=0/2425 WEBS 3-18=0/242,3-17=0/1765,7-17=-495/48.8-17=56/125, 8-16=0/253, 8-15=1689/0, 12-15=0/707, 4-5=-29/8, 9-11=-50/11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (Bat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard November 4,2005 A WARNING - Ver(/)I design parameters and READ N07ES ON THIS AND INCLUDED WTEE REFERENCE PAGE Eta -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use on with MTek connectors. This design's based on upon Suite 109 9 Nronly pn parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design partimenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 9 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall strucure is the responsibility of the building designer. For general guidance regarding 191 fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPll Quality Crfterla, DSS -89 and BCSI l Building Component , e �m Safety Information available from Truss Plate Institute, 5B3 C+OnoMo Drive, Madison, WI 53719. i eL R 3 2 1.5x4 11 7 3x8 = x ' 8 l5a CM 12 a 13 � �1 3x8 = 18 17 141 16 15 3x6 = 1.5x4 11 5x8 = 1.5x4 11 3x4 = 1 5.5.15 1 11.10.0 18-2-0 2481 30-0-0 5.5.15 6-41 6-41 I 1 6.41 5-5.15 Plate Offsets (X,Y): [17:0-3-12,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.22 16-17 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.60 16-17 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 133 lb LUMBER . BRACING TOP CHORD 2 X 4 DF No.18Btr TOP CHORD Sheathed or 3-6-1 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr 2-0-0 oc purlins (2-6-11 max.): 3-12. WEBS 2 X 4 DF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Std WEBS 1 Row at midpt 8-15 JOINTS 1 Brace at Jt(s): 5, 9 REACTIONS (Ib/size) .2=1349/0-5-8,13=1349/0-5-8 Max Horz2=-9(load case 3) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2737/0, 3-4=-45/3, 4-6=-3(0, 3-5=-4033/0, 5-7=-4042/0, 7-8=4042/0, 8-9=-2484/0, 9-12=-2484/0, 10-11=-3/0 , 11-12=-45/10,12-13=-2704/0,13-14=0/32 BOT CHORD 2-18=0/2463, 17-18=0/2457, 16-17=0/4009, 15-16=0/4009, 13-15=0/2425 WEBS 3-18=0/242,3-17=0/1765,7-17=-495/48.8-17=56/125, 8-16=0/253, 8-15=1689/0, 12-15=0/707, 4-5=-29/8, 9-11=-50/11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (Bat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard November 4,2005 A WARNING - Ver(/)I design parameters and READ N07ES ON THIS AND INCLUDED WTEE REFERENCE PAGE Eta -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use on with MTek connectors. This design's based on upon Suite 109 9 Nronly pn parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design partimenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 9 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall strucure is the responsibility of the building designer. For general guidance regarding 191 fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPll Quality Crfterla, DSS -89 and BCSI l Building Component , e �m Safety Information available from Truss Plate Institute, 5B3 C+OnoMo Drive, Madison, WI 53719. i eL R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /g,_► ♦ /g cz c3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane 0 �� 3 " at joint locations. 2 �' O U �y U U 4. Unless otherwise noted, locate chord splices at Y. panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate ce c7 ce O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M1Tek® Holdings, Inc. Job Truss Truss Type City Ply 00 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 818927490 MUDERS_STEVE A2 ROOFTRUSS 2 1 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.59 Vert(TL) Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 MTek Industries, Inc. Thu Nov 03 12:18:32 2005 Page 1 i-14-01 5.5.15 i 10.0.7 i 11-10-0 i 18-2-0 F 19-11-9 24.6-1 + 30.0.0 i31-4 , 1-40 5.5.15 4-6-8 1-9-9 6.4-1 1-9.9 4-6.8 5-5-15 1.4-0 Scale = 1:54.7 *..5x4 11 6 3x8 = 18 17 16 15 3x8 = 1.5x4 11 5x8 = . 1.5x4 11 3x4 = SS -15 11-10.0 18-2-0 1 24.6-1 30-0-0 5-5-15 6.41 6.41 6.4-1 5-5.15 LOADING (psf) SPACING 2-0-0. CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.21 16-17 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.58 16-17 >609 180 4-5=-112/20, BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 141 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 3-10-15 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr 2-0-0 oc purlins (2-11-7 max.): 3-12. Except: WEBS 2 X 4 DF Std 1 Row at midpt 3-5,9-12 OTHERS 2 X 4 DF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15 JOINTS 1 Brace at Jt(s): 5, 9 REACTIONS (Ib/size), 2=134910-5-8,13=1349/0-5-8 ' Max Horz2=-10(load case 3) FORCES (lb) - Maximum. Compression/Maximum Tension - TOP CHORD 1-2=0/32, 2-3=-2696/0, 3-4=-62/30, 4-6=-3/0, 3-5=-4039/0, 5-7=-4039/0, 7-8=-4039/0, 8-9=2471/0, 9-12=2471/0, 10-11=3/0.11-12=-67/32,12-13=-2693/0,13-14=0/32 BOT CHORD 2 -18=0/2414,17-18=0/2408,16-17=0/4013,15-16=014013,13-15=0/2411 WEBS 3-18=0/250, 3-17=0/1764, 7-17=-512/53, 8-17=-131/186, 8-16=0/252, 8-15=-1659/0, 12-15=0/714, 4-5=-112/20, 9-11=-121/22 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard November 4,2005 A WARNING - Ver(fy design Parameters and READ NOTES ON THIS AND INCLUDED WTEk REFERENCE PAGE ASD -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 9561 -mile is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and biacing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component m Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. "rek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/8 -► /8 C3 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane 0yi3 INJ at joint locations. O U U 4. Unless otherwise noted, locate chord splices Oat 1A panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate ce V O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /&' from. outside edge J 1 JB J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russ Truss Type oty Ply 0 9 Ud PLATES GRIP • Plates Increase 1.25 TC 0.81 R18927491 MUDERS_STEVE A3 ROOFTRUSS 2 1 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.6220-21 >571 180 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 MTek Industries, Inc. Thu Nov 03 12:18:32 2005 Page 1 i-14-01 5.5.15 11-10-0 12A-7 17-11-9 18r2-0 24.6.1 30.0-0 , 314-0 ri 14-0 5.5.15 6-4-1 0-2-7 5.11-2 0.2-7 64-1 5.5.15 1-4.0 Scale = 1:54.7 1.5x4 II 9 11 1.5x4 II 3x6 = 22 21 20 19 3x6 = 1.5x4 11 5x10 = 3x4 = f 5-5-15 11.10.0 I 18.2.0 I 24-6-1 1 30-0-0 5.5-15 64-1 6.41 6-4-1 5.575 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0. Plates Increase 1.25 TC 0.81 Vert(LL) -0.22 20-21 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.6220-21 >571 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.12 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 150 lb LUMBER - BRACING 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 9561Oral" l TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 3-7-4 oc puffins, except BOT CHORD 2 X 4 DF No.1&Btr 2-0-0 oc pudins (2-10-15 max.): 3-16. Except: WEBS 2 X 4 DF Std 1 Row at midpt 3-7,13-16 OTHERS 2 X 4 DF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-19 JOINTS 1 Brace at Jt(s): 7, 13 REACTIONS (Ib/size) 2=138810-5-8,17=1388/0-5-8 Max Horz2=-12(load case 3) Max Uplift2=-8(load case 5), 17=-8(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2813/0, 3-4=-89/0, 4-6=-44/58, 6-9=31/0, 3-5=-4238/80, 5-7=-4240/80, 7-8=-4240/80, 8-10=-4240/80, 10-13=2562/27, 13-14=-2562/27, 14-16=2562/27, 11-12=-31/0, 12-15=-44/53, 15-16=-58/0, 16-17=2788/0, 17-18=0/32 BOT CHORD 2-22=0/2527, 21-22=0/2520, 20-21=0/4213,19-20=0/4213,17-19=0/2498 WEBS 3-22=0/246,3-21=-50/1841. 8-21=548/94, 10-21=-222/276, 10-20=0/252, 10-19=-1750/60, 16-19=0!746, 6-7=-258/68, 4-5=-2/96,12-13=-218/68,14-15=-66/3 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard November 4,2005 A WARNINO - 9'erjjy design pammeten and READ NOTES ON TWS AND INCLUDED WTER REPERENCE PAGE MU -7473 BEFORE USE. Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 9561Oral" l 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 overal structure is the responsibility of the building des'gner. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSIl Building Component i�eL m MiTek Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " 'Center plate on joint unless i *-13/ � /q dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/g -► f- /g C3 JS 3. Place plates on each face of truss at each _ Q ca joint and embed fully. Avoid knots and wane O U �� 3 O at joint locations. �� = " 4. Unless otherwise noted, locate chord splices 0- a O at Y. panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate C8 BOTTOM CHORDS C6 O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from_ outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667.,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. Y11 engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty y 0 0 Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.92 R18927492 MUDERS_STEVE A4 ROOF TRUSS 2 1 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.5820-21 >610 180 Job Reference (optional) comes. Urovle8, UA easoo 8.200 a Jul 13 2005 MiTek Industries, Inc. Thu Nov 03 12:18:33 2005 Page 1 -1-0-0 5.5.15 11-10.0 14-0.7 1 15-11-9 1 18-2-0 24.6.1 30-0.0 31-4-0 1-40 5.5-15 6-4-1 2-2-7 1-11.2 2.2-7 6.4-1 5-5.15 1-40 Scale = 1:54.7 1.50 II ' 1.5x4 II 1 9 11 12 3x6 = 22 21 20 19 3x8 = 1.5x4 11 5x8 = 1.5x4 II 3x4 = 5.5.15 11-10-0 18.2-0 24.6.1 30.0-0 5-5-15 6.4-1 6-41 6-4-1 5.5.15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.21 20-21 >999 360. MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.5820-21 >610 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.12 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 162 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 3-10-14 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr 2-0-0 oc purlins (3-0-3 max.): 3-16. Except: WEBS 2 X 4 DF Std 2 Rows at 1/3 pts 3-8.10-16 OTHERS 2 X 4 DF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-19 JOINTS 1 Brace at Jt(s): 8, 10 REACTIONS (Ib/size) 2=1349/0-5-8,17=1349/0-5-8 . Max Horz2=-14(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2698/0, 3-4=66/32, 4-7=-41139, 7-9=-3/0, 3-5=-4019/0, 5-6=4019/0, 6-8=-4019/0, 8-10=-4019/0, 10-13=4019/0, 13-15=-2474/0, 15-16=-2474/0, 11-12=-3/0, 12-14=-54/36, 14-16=-69/50, 16-17=-2695/0, 17-18=0/32 BOT CHORD 2-22=0/2416, 21-22=0/2410, 20-21=0/4008,.19-20=0/4008, 17-19=0/2414 WEBS 3-22=0/250,3-21=0/1723, 6-21=-497/67, 1321=-268/289, 13-20=0/252, 13-19=1626/0, 16-19=0/714, 7-8=-135/22, 4-5=-240/50,10-12=-128122,14-15---269/52 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Design assumes 4x2 (gat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard November 4,2005 A WARNING - VerUV design Parameten and READ NOTES ON TNIS AND XCLUDED WTEK REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane Design vcIld for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95,610 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibiliiy, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdfedo, DSB-89 and BCSII Building Component �eL m Safety Information available from Truss Plate Institute, 583 D'Onof io Drive, Madison, WI 53719. „ R Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " *Center plate on joint unless ♦ ,4_1/4 dimensions indicate otherwise. D Dimensions are in inches. Apply Dimes 1. Provide copies of this truss design. to the to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. c2 c3 JS 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane u 3 O at joint locations. �� U ,,h = 0 U 4. Unless otherwise noted, locate chord splices a 0 CL at % panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate ce c7 c6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 197. at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job rusS Tiuss ypety 7-314 Plate Offsets (X,Y): [9:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 818927493 MUDERS_STEVE B ROOFTRUSS 5 FyTJob MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 2-10 >999 180 eference (optional) i -- ajar w cuuo mi i art muusmea, mc. r no Nov — rc. roan cuua rage 1 i-1-4-0 i 7-9-14 + 15.0.0 22-2-2 30-" 31-4-0 1-4-0 7.9.14 7.2-2 7-2-2 7.9.14 1-4.0 Scale = 1:52.9 4x5 =, 4 3x5 = 10 9 8 3x5 = 1.5x4 11 5x8 = 1.5x4 11 I$ 7-314 1 15-0-0 22-2-2 30-" 1 1 7.314 7.2-2 7-2-2 7-314 Plate Offsets (X,Y): [9:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0. Plates Increase 1.25 TC 0.43 Vert(LL) -0.09 6-8 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 2-10 >999 180 BCLL '0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 126111 LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 3-9-9 oc puffins. BOT CHORD 2 X 4 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS - 2 X 4 DF Std REACTIONS (Ib/size) 2=1341/0-5-8,6=1341/0-5-8 Max Horz2=-15(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD ' 1-2=0/32, 2-3=-2519/0, 3-4=1714/0, 4-5=-1714/0, 5-6=-2519/0, 6-7=0/32 BOT CHORD 2-10=0/2230,9-10=0/2230,8-9=0/2230,6-8=0/2230 WEBS 3-10=0/325, 3-9=-828/0, 4-9=0/855, 5.9=828/0, 5-8=0/325 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard November 4,2005 A WARNING - Ver(fy design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramentersand proper incorporation of component is responsibirity of building designer- not truss des-igner. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component �ekm Safety Information available from Truss Plate Institute, 58 „ 3 D'Onofrio Dive. Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " *Center plate on joint unless i ,4_13/ � /q dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each '/8 TOP CHORDS other. �/g -► f- C3 JS 3. Place plates on each face of truss at each o �e joint and embed fully. Avoid knots and wane �� 3 3 0 at joint locations. O U ,,y = " 4. Unless otherwise noted, locate chord splices C O a at 1A panel length (± 6' from adjacent joint.) CB C7 C6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of • For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek 17\7\1 17\67q 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Iric. Job TrussSS Type ty y 0 0 I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 818927494 MUDERS STEVE EJ10 IF-001"TRUSS 4 1 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-5 >692 180 Job Reference (optional) I -14-0i 8-0.0 10-0-7 i I 1-4-0 6-0.0 4.0-7 A Scale = 1:24.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.05 2-5 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-5 >692 180 ' BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a . n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 25 lb LUMBER TOP CHORD 2 X 4 DF No.1&Bir BOT CHORD 2 X 4 DF No.1&Btr BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=129/Mechanical, 2=349/0-5-8, 5=57/Mechanical, 3=292/0-5.8 Max Horz2=101(load case 4) Max Uplift4=-23(load case 4), 2=-4(load case 4), 3=-52(load case 4) Max Grav4=129(load case 1), 2=349(load case 1), 5=114(load case 2), 3=292(load case 1) FORCES (lb) - Maximum. Compression/Maximum Tension TOP CHORD 1-2=0132,2-3=77/51,3-4=40/40 BOT CHORD 2-5=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard November 4,2005 ® WARNING - Ver(/d design Parameters and READ NOTES ON TIDS AND INCLUDED AUTER REPERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component B responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6ty, 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, consuit ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Wodison, WI 53719. „rek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /e,♦ /g cz ca JS 3. Place plates on each face of truss at each o �+ joint and embed fully. Avoid knots and wane U � O at joint locations. U ,,h = X; " 4. Unless otherwise noted, locate chord splices 0 a at 14 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 a c6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from_ outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® �� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russruss Type Qty�Ply in 00 I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 818927495 MUDERS_STEVE EJ12 ROOFTRUSS 4 1 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 Job Reference (optional) i -14-0 6-0-0 10.0-0 12.0.7 1-4.0 6-0-0 4-0.0 2-0.7 5 Ii. Scale =1:28.5 2x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loci I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.05 2-6 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-6 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 28 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=65/Mechanical, 2=349/0-5-8, 6=57/Mechanical, 3=291/0-5-8, 4=193/0-5-8 Max Horz2=118(load case 4) Max Uplifts=-12(load case 4), 3=-52(load case 4), 4=35(load case 4) Max Grav5=65(load case 1), 2=349(load case 1), 6=114(load case 2), 3=291 (load case 1), 4=193(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-93/51, 3-4=-44/39,4-5=20/20 BOT CHORD 2-6=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard November 4,2005 A WARNING - Vert Jy design panemeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PADS AM -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with M7ek connectors. Thisdesign is based only upon parameters shown, and B for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overal structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSII Building Component e �eL m Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. M 1" R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury "41 1/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. i/g,-► ♦ /g cz cs JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane Q 0 V ZX at joint locations. O U ,,h U U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate Cs C7 C6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCC► 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. d 4 43 IN engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M1Tek® Holdings, idc. Job russ Truss Type oty Ply 0R18927498 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding LOADING(psf) SPACING 2-0-0 CSI MUDERS_STEVE EJ14 ROOFTRUSS 4 1b Jo TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) Reference (optional) umnnwr num loco r now v.cuv n vw w cwo mn nn mvuamea, mc. i nu nuv va rc: ro:.w aw raga r -1-0-0 6.0.0 10-0-0 14-0.7 i 1-4-0 6.0.0 4-0-0 4-0.7 5 2x4 = a Scale: 3/8"=1' LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=129/Mechanical, 2=349/0-5-8, 6=57/Mechanical, 3=291/0-5-8, 4=257/0-5-8 Max Horz2=135(load case 4) Max Uplift5=-23(load case 4), 3=-52(load case 4), 4=-47(load case 4) Max Grav5=129(load case 1), 2=349(load case 1), 6=114(load case 2), 3=291(load case 1), 4=257(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD i-2=0/32,2-3=-111/51,3-4=-62/39,4-5=-40/40 BOT CHORD 2-6=0/0 NOTES 1j This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97IANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard November 4,2005 ® WARNING - Ver(& design parameters and READ NOTES. oN TNIS AND DICLf7DED MITER REFERENCE PAGE MD -7473 BEFORE USE. Dei n valid for use on with M7ek connectors. This design a based on u �9 N 9 N pan parameters shown, and for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not buss designer. Bracing shown I 6.0.0 6.0.0 I erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.05 2-6 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-6 >671 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=129/Mechanical, 2=349/0-5-8, 6=57/Mechanical, 3=291/0-5-8, 4=257/0-5-8 Max Horz2=135(load case 4) Max Uplift5=-23(load case 4), 3=-52(load case 4), 4=-47(load case 4) Max Grav5=129(load case 1), 2=349(load case 1), 6=114(load case 2), 3=291(load case 1), 4=257(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD i-2=0/32,2-3=-111/51,3-4=-62/39,4-5=-40/40 BOT CHORD 2-6=0/0 NOTES 1j This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97IANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard November 4,2005 ® WARNING - Ver(& design parameters and READ NOTES. oN TNIS AND DICLf7DED MITER REFERENCE PAGE MD -7473 BEFORE USE. Dei n valid for use on with M7ek connectors. This design a based on u �9 N 9 N pan parameters shown, and for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not buss designer. Bracing shown 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Bullding Component V fD Safety Information available from Truss Plate Institute, 58.1 D'Onofrio Drive. Madison, WI 53719. MiTek �e Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. l . Provide copies of this truss design to the Dimensions are in inches. Apply plates both sides h truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t" TOP CHORDS other. i/8,� ♦_ /g cz ca J5 3. Place plates on each face of truss at each �O o o joint and embed fully. Avoid knots and wane �� LC6 at joint locations. �'O U h = 4. Unless otherwise noted, locate chord splices d aO at 'A panel length (± 6'from adjacent joint.) For 4 x 2 orientation, locate ca O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /B" from, outside edge J 1 JB J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT B. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at� ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 © 1993 MiTek® Holdings, hic. Job russ Truss Type Qty DEFL 00 (loc) Well Ud TCLL 16.0 Plates Increase 818827497 MUDERS STEVE EJ2 ROOFTRUSS 4 I 1ply 1 360 TCDL 16.0 Lumber Increase 1.25 BC 0.25 VertiTL) Job Reference (optional) u.cuv o am ro cuw mi, on u,uuoui ic. � nu sou. uv rc. i oar �uua rage � -1-4-0 i 2-0-7 6-0-0 1-4-0 2-0-7 3-111 -9 Scale: 1'=1' 3 5.00 12 2 6 , Id 2x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert{LL) -0.05 2-4 >999 360 TCDL 16.0 Lumber Increase 1.25 BC 0.25 VertiTL) -0.10 2-4 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr REACTIONS (Ib/size) 3=1/Mechanical, 2=257/0-5-8, 4=57/Mechanical Max Horz2=34(load case 4) Max Uplift2=-25(load case 4) Max Grav3=11(load case 3), 2=257(load case 1), 4=114(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-45/4 BOT CHORD 2-4=0/0 PLATES GRIP MT20 220/195 Weight: 13 Ib BRACING TOP CHORD Sheathed or 2-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 4 November 4,2005 A WARNING - Vert/tr design pannmeters and READ NOTES ON THIS AND INCLUDED BD'TEK REFMtZNCE PAGE mu.7473 BEFORE uss. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 85610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilGty, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BCSII Building Component �m Safety Information available from Truss Plate Institute. 58:Te1� 3 D'Onohio Drive, Madison. WI 53719. MiTek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. W ' /g cz c3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane u ; O at joint locations. = " 4. Unless otherwise noted, locate chord splices a OVX a at 14 panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate as BOTTOM CHORDS ce O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9' from, outside edge J 1 JB J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTeke 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M1Tok® Holdings, idc. Job russ Truss Type Qty Ply 00 1-11.9 LOADING (psf) Tob R18927498 MUDERS STEVE EJ4 ROOFTRUSS 4 Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.05 Reference (optional) 1-40 40-7 3 1-11.9 2x4 = law Id LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 4-0-7 oc puffins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=93/Mechanical, 2=293/0-5-8, 4=57/Mechanical Max Horz2=51(load case 4) Max Uplift3=-13(load case 4), 2=-18(load case 4) Max Grav3=93(load case 1), 2=293(load case 1), 4=114(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-56/29 BOT CHORD' 2-4=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard November 4,2005 A WARNDIG - Verib deaWn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -74 73 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This desigi is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crltedo, DSB-89 and BCSI1 Bullding Component Welk • Safety Informaflon available from Truss Plate Institute, 58Olive. 3 D'Onofrio Madison, WI 53719. " 4-D-7 1-11.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 2-4 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 ' Code UBC97/ANS195 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 4-0-7 oc puffins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=93/Mechanical, 2=293/0-5-8, 4=57/Mechanical Max Horz2=51(load case 4) Max Uplift3=-13(load case 4), 2=-18(load case 4) Max Grav3=93(load case 1), 2=293(load case 1), 4=114(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-56/29 BOT CHORD' 2-4=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard November 4,2005 A WARNDIG - Verib deaWn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -74 73 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This desigi is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crltedo, DSB-89 and BCSI1 Bullding Component Welk • Safety Informaflon available from Truss Plate Institute, 58Olive. 3 D'Onofrio Madison, WI 53719. " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/g -► f- /8 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane a0 U ; 0 at joint locations. �� = " 4. Unless otherwise noted, locate chord splices a d at 'A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ce c7 c6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job cuss Truss Type oty TCLL 0 Plates Increase 1.25 TC 0.32 TCDL 16.0 818927499 MUDERS_STEVE EJ6 ROOFTRUSS 4 IPIY10 1 YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Nov 03 12:18:35 2005 Page 1 -1-4-0 6.0.0 6.0.7 1-4-0 6-0-0 0-0.7 I�. 2x4 = I 6-D-0 6-0-7 6.0-0 0.0.7 LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.32 TCDL 16.0 Lumber Increase 1.25 BC 0.25 BCLL 0.0, Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 n/a (Matrix) LUMBER TOP CHORD 2 X 4 DF No.18Btr BOT CHORD- 2 X 4 DF No.1&Btr REACTIONS (Ib/size) 3=164/Mechanical, 2=350/0-5-8, 4=57/Mechanical Max Horz2=68(load case 4) Max Uplift3=-28(load case 4), 2=-19(load case 4) Max Gra0=164(load case 1), 2=350(load case 1), 4=114(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0d2.2-3=77/52 BOT CHORD 2-4=0/0 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 24 >999 360 MT20 220/195 Vert(TL) -0.10 2-4 >692 180 Horz(TL) -0.00 3 n/a n/a Weight: 19 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 it with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale= 1:16.5 November 4,2005 A WARNII90 - 9'erUy design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE AW 7473 BEFORE USE. 7777 Greenback Lane Design va0d for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Appricability, of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 956100 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. "re k Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4_1 3�4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS TOP other. 1/e -► +- /8 C2 J5 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane Oat joint locations. = Uaat ZX1 4. Unless otherwise noted, locate chord splices a OO 1A panel length (± 6'from adjacent joint.) •For 4 x 2 orientation, locate C8 BOTTOM CHORDS c6 5 . Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITekO Holdings, IHc. Job russ Truss Type oty Ply o 0 Plates Increase 1.25 TC 0.32 TCDL 16.0 R18927500 MUDERS_STEVE EJB ROOFTRUSS 4 1 YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) cnueavor nomas, tnovme, — eaaoa o.cuu a uw i a sous ml — sruuum u. 1 nu — va ic. roes cava rage r 11 1-4-0 6-0.0 2-0-7 , 2x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.32 TCDL 16.0 Lumber Increase 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD, 2 X 4 OF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 2-5 >999 360 MT20 220/195 Vert(TL) -0.10 2-5 >692 180 Horz(TL) -0.00 4 n/a n/a Weight: 22 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=65/Mechanical, 2=349/0-5-8, 5=57/Mechanical, 3=228/0-5-8 Max Horz2=84(load case 4) Max Uplif14=-12(load case 4), 2=-12(load case 4), 3=40(load case 4) Max Grav4=65(load case 1), 2=349(load case 1), 5=114(load case 2), 3=228(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,' 2-3=77/51, 3-4=-20/20 BOT CHORD 2-5=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard I Scale = 1:20.6 November 4,2005 A WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane fD Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibilrity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � fabrication, quality control storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSId'aI Building Component ■ ■e�� Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Maon, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4_1 3/4*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each ,/8 TOP CHORDS other. �/g -► �- JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane V�� 3 O at joint locations. �� = " 4. Unless otherwise noted, locate chord splices CL a O at Y. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 BOTTOM CHORDS C6 O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MITek® Holdings, Iric. Job russ Truss Type Qty Ply o 0 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 818927502 MUDERS STEVE Sd2 ROOFTRUSS 4 1 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 Job Reference (optional) tomes, Oroviiie, CA 95965 6.200 s Jul 13 2005 MiTsk Industries, Inc. Thu Nov 03 12:18:36 2005 Page 1 -1.4-0 I 2-0-0 3 2d.7 1-40 2-0-0 0.0-7 2x4 = 2-0-0 2,0.7 n Scale = 1:7.8 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 16.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 8lb LUMBER TOP CHORD' 2 X 4 DF No.18Btr BOT CHORD.2 X 4 DF No.1&Btr REACTIONS (Ib/size) 2=201/0-5-8, 4=19/0-5-8, 3=3.1 /Mechanical Max Horz2=36(load case 4) T Max Uplift2=-38(load case 4) Max Grav2=201(load case 1), 4=38(load case 2), 3=31 (load case 1) r_ FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-38/7 BOT CHORD 2-4=0/0 BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of - dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard November 4,2005 A WARNING - Verth design parameters and BEAD NOTES ON TRIS AND INCLUDED AOTEK REFERENCE PAGE MU 7473 BEFORE US& 7777 Greenback Lane � Design valid for use only with MTek connectors. This design 4 based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 . is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each �/8, TOP CHORDS other. t/g -► f- C2 C3 J5 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane O V 3 O at joint locations. �� U �5 U U 4. Unless otherwise noted, locate chord splices CL rL at Y. panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate ce C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, IHc. Job russ Truss Type Qty Ply 0 0 (loc) I/deft Ud TCLL 16.0 Plates Increase R18927503 MUDERS STEVE SJ4 ROOFTRUSS 4 1 360 TCDL 16.0 Lumber Increase 1.25 BC 0.03 Vert(TL) Job Reference (optional) enaeavor nomas, vm—e, — eaeroa ...... ,•,,, „ ���•• - •-• -- -. • -- �••- n -1-4-0 2-0.0 i 4-0.7 1-4-0 2-0-0 2-0.7 4 Scale = 1:11.7 = 2-0-0 LOADING (psf) SPACING 2-0-0CSI DEFL in (loc) I/deft Ud TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 2 >999 360 TCDL 16.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0. Code UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr PLATES GRIP MT20 220/195 Weight: 11 Ib BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=65/Mechanical, 2=198/0-5-8, 5=19/0-5-8, 3=85/0-5-8 Max Horz2=51(load case 4) Max Uplift4=-12(load case 4), 2=-321.1oad case 4), 3=7(load case 4) Max Grav4=65(load case 1), 2=1980oad case 1), 5=38(load case 2), 3=85(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=37/4, 3-4=-20/20 BOT CHORD 2-5=0/0 NOTES - 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard November 4,2005 A WARWARNING• P n mmerero and READ NOTES ON TNIS AND INCLUDED ffiTEX REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane • a � design � suite 109 Design valid for use only with fv4Tek connectors. This design 4 based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design poromenters and proper incorporation of component is responsibility of budding designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erec on and bracing, consult ANSI/TPII Quality Crtteda, DSB-89 and BCSII Building Component �ekm Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. Mi Tek Symbols Numbering System t General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1/g TOP CHORDS other. �/e -► �- cz c3 J5 3. Place plates on each face of truss at each o c4 joint and embed fully. Avoid knots and wane W o 0 �U 3 O at joint locations. �3 �, = " 4. Unless otherwise noted, locate chord splices 0- U at 'A panel length (± 6" from adjacent joint.) O ~1 ce c7 C6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of • For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or food transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M1Tek® Holdings, ldc. DETAIL FOR COMMON AND END JACKS MII/SAC - 8 -25PSF 3/30/2004 PAGE 1 MAX LOADING (pso S�ACING 2" BRACING MITek Industries OTCLL 25.0 Pates Increase 1.75 Inc. TCDL 14.0 Lumber Increase 1.15 TOP CHORD Sheathed. Western Division BCLL 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. BCDL 10.0 MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 HF, DF -L No,1 BOT CHORD 2 X 4 SPF, HF, DF -L No.2 NOTE: TOP CHORD PITCH: 3/128/12 BOTTOM CHORD PITCH: 0/124/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. 3x4 = LENGTH OF EXTENSION AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.1.31"X3.0" MIN) NAILS Q 3" O.C. 2 ROWS SUPPORT AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE (0162"DIA. X 3.5') LGT TOE NAILS SUPPORTS SHALL BE PROVIDED j"' O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 led COMMON WIRE (0.162"DIA. X 3.5" LOT) TOE NAILS CONN. W12 led COMMON WIRE (DIU DIA. X 3.5' LGT) TOE NAILS S-0-0 EXT. 2-0-0 40.0 , 2-0-0 EXT, EXT. 2-0.0 EXT. 2-0.0 2-0-0 CONN. W13 led COMMON WIRE (0.167 -DIA X 3.5- LOT) TOE NAILS BOTTOM CHORD LENGTH MAY BE 2'-0" 3X4 = OR A BEARING BLOCK. CONN. W/2 led COMMON WIRE(0.162"DIA X 3.5') LOT TOE NAILS OR SEE DETAIL MIIISAC-7 FOR 2-0-0 e-0-0 PRESSUREBLOCKING INFO. NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. 1 ,,.. . III:r4211%!9-16- �SALI-' JUNO 2 2004 Q WARMNO - Verb design Pammttara mrd READ NOTES oN Trw AND INCLUDED hVTEK R6FERENCE FADE MII-7473 BEFORE USE. 7777 Greenback Lane fl Design valid for use only wills Mtfek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 AppOcabmly of design ppaarraamentees and proper Incorporation of component Is responslbMy of building designer- not truss designer. Bracing shown Citrus Heights, CA 955lot Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stabillly during construction b the responsibllilly of the erector. Addlllonal pemranent bracing of the overall structure Is the responslbi0fy of the building designer. For general guidance regarding tabrkaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdledo, DSB-B9 and BCSII Building Component M iTek' Safety Information avallab>le from Truss Plate tralllule, 563 D Onohto Drive, Madison, WI 53719. SUPPORT OF B.C. OF STANDARD OPEN END M11/SAC - 7 JACK USING PRESSURE BLOCKS 3/30/2004 PAGE 1 Ca st GIP CAL GIRO i Loading (PSF): BCDL 10.0 PSF MAX 2x4 bol. chord i Carrier truss �� of Jack ` �` % p '2- (.131"X3,0" MIN) "4 � 12x4 block Nmts (tvp) _ Jack between Jacks, truss nailed to carrier bch W/S W/(.131"X3.0" MIN) (typ) nails spaced at 3" o.c. I i PARTIAL FRAMING PLAN OF CALIFORNIA HIP SET WITH SUB GIRDER BC of carrier truss 2-(.131"X3.0" MIN) NAILS (typ) 4 24" TYP �— BOTTOM CHORD OF OPEN END JACK 2x4 block between Jacks, nailed to carrier BC W/ 6=(,131"X3.0" MIN) NAILS @ 3" o.c. JUN MITek Industries, Inc. Western Division `P1,1�IV11. �7F CAL Q WARNING - VerVy design parameters and MEAD NOTES ON THIS AND WCLUDED Mn EN REFERENCE pAOE AW.7473 BEiORE USE. 7777 Greenback Lane Design valid for use only with Mirek connectors, This design Is based only upon parameters shown, and Is for an Indlvlduol building component, Suite 108 ApplicabNly of design pparamenters and proper Incorporation of component Is responslbiBly of building designer - not Trus designer. Bracing shown CAWS Heights, CA, 86811 Is for latent support of Ndividual web members only. Additional temporary bracing to Insure stab011y during construction Is the responslbOBly of the erector. Addlllonal permanent bracing of the overall structure Is the responslbilly of the building designer. For general guidance regarding to Ham illy control storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB•89 and BCSII Building Component M iTeiCOf Solely Infonnal,on ovcnable from Tors Plate Institute, 583IYOnofdo Drive, Madison, WI 53719. T -BRACE AND L -BRACE MII/SAC - 23 8/27/2004 PAGE 1 Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d (0.148X3") 8" O.C. 2x4, 6, or 8 16d(0.162X3 1/2") 8" o.c. Note: Nail along entire length of L -Brace or T -Brace (On Two -Plies Nail to Both Plies) Nails SEP I ? 400f;Note: MiTek Industries, Inc. Western Division -------------- _- --- ---------- . ------- L-Brace _._._.L-Brace orT-Brace Size for One -Ply Truss '** DIRECT SUBSTITUTION NOT APLICABLE. / Secilon Detail . S �/ Nails� / Web :::�o Web L -Brace T -Brace (RACE T -Brace ori -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size Specified Continuous 2 (I -Brace) Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 2x4 2x6 I 1x6 2x6 ---- ------a-- 2x8 .__ 2x8 '** DIRECT SUBSTITUTION NOT APLICABLE. / Secilon Detail . S �/ Nails� / Web :::�o Web L -Brace T -Brace (RACE T -Brace ori -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 (I -Brace) 2x3 or 2x4 2x4 2x4 2x6 2x6 2x6 2x8 2x8 -- 2x8 Nails \ 10d (0.148X3") @ 9" o.c. Web 4� I -Brace Nails' ZSect)on Detail 1. L -Bracing or T -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. 2. L -Brace or T -Brace must be same species grade (or better) as web member. 3. The Stabilizer or Eliminator of MiTek Ind. Inc. can replace the bracing members. Please refer to engineering document provided by MiTek Ind. Inc. WARMNG • VerijY design parameters and READ NOTES ONTNTS AND INCLUDED WTEK REFERENCE PAGE MI -7473 BEFORE USE. 7777 Greenback Lane v�Q Design valid for use only With MOek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite 109 AppOcablilly of design paromenlers and proper Incorporation of component Is responsibIly of building designer - not truss designer. Bracing shown Claus Heights, CA, 8501 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablQly during construction Is the responsibility of the erector. Additional permanent bracing of the over -311 structure Is the responslblilly of the building designer. For general guidance regarding fabrication, quallly control. storage, delivery, erecllan and bracing, consult ANSI/1PI1 Quality Criteria, DSR -89 and BCSIt Building Component MiTek Safety Information available fromiruss Plate Inslllute, 583 D'Onorrio Drive, Madison, WI 53719. ALL OM)OTtlREA AND IINCLUDINO OVERHANOS SHALI. BE CLEAR OF AU_ EASEMENTS. A SET EV,CK OF,�bb.�''' F?. FROM THE:. SIDE AND FROM TETE REAR PROE'El7Y LINE,; AND _ FT. FROM T14E ROAD CENTERLINE SHALL �PC CkEAR OF—STRUCTURES AND EQUIPMENT EX08rF tFOR A 2 FT. SAVE OV1*iANt>E. SEPTIC TANK AND LEACH LINES TO BE 5.0' MIN. FROM BLDG. AND PROPERTY L I NES, �. • " / / SMO P 3' WIDE--\ N vi LEACH LINE �,\ W/ 12" ROCK \� TREW MAX DEPTF,. / 252' TOTAL LINEAR FT. LEACH. LOT BUILDING COVERAGE r / to REPLACEMENT FI 43763 sc . ft. r.—I PLAN_ f� 4441 sq. ft. _ I BUTTE COUNT . BUILDING DIVIS!QN APPROVED MIN. GAL. TANK 1200 SEPTIC DRIVE LOT 6 TWIN PALMS SUBDIVISION S7'EYE M U D c PS L— , CI-IICO CALIF01WA LOT 6.1 �i f• ..µ % f h' K'Y'� ....4# 'a( T� roZ j1 �j (may � �, M1 tiJ , �ktt_yy.:��n r�is. _ ii NOTES RESIDENTIAL PERMIT NO. — 040-640-.02T-- r + MUDERS, SIEVE 19 SEGA AV%, CHICO Cont: CAIS FREE POOLS '! POOL MSTR #502-01 PERMIT RENEWAL DATE: -1 EXPIRES: t - 1 r r J S t - 1 J j i ft 04-0965 -`— i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature S�ca.-a-(- 4 O 0 = Nbt OK NotApplic. = abte Not Ready 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B_Y Date Card B-1 Date Car -1 Date Card B-1 Date P O (Plans) OK except #'s etb cks-Easements o'ls; Compaction -Structure Stability ool Structure; Steel -Connections -Thickness ' Dead Men -Lining 4. Alec.; Receptacles and Lighting, Distance-GFI EI Pool Lighting; 15 Volts-GFI c.; Enclosures; Conduit Entries -Terminals -Listed Ele , onding; Metal w/5' -Circulating Equip. -Heater ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Healjh Department Approval 10. P mb.; Cir. Test -Water Supply Test _v. L' Niche Enclosure; Fencing -Alarms Date -d Card B-1 Date Card B-1 Date �, -(g -(Xo Card B-1 S , Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (FF.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Clearance Looked under Floor O Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J NOTES ' - ` ` RESIDENTIAL ' w (-04-0,-640-028 ' Y03-179 PERMIT NO. i MEGHDADI, ANDREW j 19 SEGA DRIVE, CHICO " Cont: OWNER NEW SINGLE FAMILY 9 d ' 4 r SPECIAL CONDITIONS CHECKED ,.. BY SRA ' FLOOD CERTIFICATE REQ.. --. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ,VERIFY USE PERMIT CONDITIONS t SUB -STANDARD HOUSING LETTER .. I OFF! E COPY f dress ; GAS Meter By -Dat`.�•�� 1 ELECTRIC Meter By� 3 Date J JOB FINALED (Date) i "Signature , r)n4407� _ �._ J=OK 0 = Not OK, . = Not Ready NotApplicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (S<etch) 5. Electricity; Location-Clearances-Grnd-/ • /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / /' Nat. or / . /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage L ne 3. Gas; MH Test-Demand-Valve-Conrector 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing . 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL Date UND OOR (Plans) OK except #'s Date ni -Setbacks-Easements-Flood-Slope Walls Studs -Nailing Spacing & Brace -Plates-Sound Ft•., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth e g Walls over Girders & Floor Nailing tg., Garage; Soils-Steel-Elec. Grnd.-/ o;C' Ftg. Depth Draft,046p in Walls (rat proof) 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth ire Fto)Ss, Furred Ceilings -Stairs -Chasers -Tubs 5. Ste alls,Main; Steel-Blockouts-Wrapped eaders & Beams -Size & Bearing 6. St6mwalls, Garage; Steel-Blockouts-Wrapped . HqW Downs and Special Anchors lab eel -Wrapped 8. rs-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Date 16. Insulation Date ,. 07 Card B-1Date Card B-1 Date and B-1 Date Card B-1 Date PLUMB (er it) OK except #'s 1 aterr- r.; Vent -Access -Combustion Air Baffle 1S r Pipe; Test & Anchor -Nail Protection 1".%L -V.; Test Fittinos & Anchor -Nail Protection p howe an; Test, First Floor -Tub Access 1. Teaflub & Shower, Second Floor -Tub Access 2 . Gas Pipe; Sixe & Anchors 23. Fire Sprinkler: Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE CAL (Permit) OK except #'s Walls Studs -Nailing Spacing & Brace -Plates-Sound Fixture & Transformer nce-Ins. Protection e g Walls over Girders & Floor Nailing 25 E . R eptacle pacing -L hts & Switches at Doors Draft,046p in Walls (rat proof) S' o s & No. o ctors Stapled ire Fto)Ss, Furred Ceilings -Stairs -Chasers -Tubs QW"Rop6ex Installed Close to Edge of Studs & C.J. eaders & Beams -Size & Bearing qui round made up w/Mech Fasteners -Bond Gas & Water liance Circuits in Kitchen nductor Size GFI 30. Subfeed Wire Siz / a. Cu o .C. Wire Size/ /g C Al 31. Range Circle/ /ga r -Oven Circ. / /ga Cu or Al Insulated Neutral U.Yet O No 32. Se 'ce-Riser Conductors & Ground Main Disconnect ip. Clearances Panels-Motors-Mech. Equip. Clot eS Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH CAL (Permit) OK except #'s _A. ucts Insulation & Support - V an,, Exhaust above insulation Cdg'nsate Drain & Overflow, Size & Grade ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMIt�f.,�(Permit) OK except #'s 4 Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Brace -Plates-Sound 4 e g Walls over Girders & Floor Nailing Draft,046p in Walls (rat proof) 4 ire Fto)Ss, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing (Single & Dupl Date 4& Clink Joist-Rftr. Ties- Purl in -Roll Br6c.-Tru hting.-Rtng. 49eoFi`replqp&4ies or Type A Aue-Fireplace T roat Clearance 50 A ess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions 192�-Garage Fire Protection Framing -RC Channel 53. Propertv Line Firewall & ODeninas 54,. . Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. s; th- Headroom- Rise -Ru n- Land ing-Fire Protection 56,F4y9llood on Roof Overhang -Attic Vents -Rafter Outriggers 57. S' 'ng -Nailing Veneer - /n StucwMesh-Drip Screed -Fd. Vents-Underflr. Access azing Ar -Glass Pr tectio -Skylights-Plastic 60. S ails; Nabaif-Bakil- 61. B de_lnterior/Exterior Wall Panels (L-,+ . Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL tans) OK except #'s Steps -Door & Sidelight Protection -Landings j,9»6ke Detector 615- Furnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection B room Exiting . & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels ,z9- Stars & Rails Lr_Fjy�place or Stove, Clearance -Hearth les, Outlets at Wood Panel, Int. & Ext. 7 Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74'F}Wc. Outlets & Receptacles at Kit. Counter 7t&' Garage Fire Door; Swing -Landing -Closure 76r AeDuct in Garaoe-Damoer arage; Above Floor-Mech. Protection 78' P ., Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic '8'f -Guard Rails & Deck Construction -Post Caps cam. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth C196rance Looked under Floor 0 Yes 83/Foll w' Instld./Drive O Yes 0 No/Walks 0 Yes O No/Planters 0 Yes O No cco Brown -Finish Unit Disconnect, Electrical -Plumbing Ve�Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 . at r Well, Disconnect, Electrical, Plumbing xt�r•lor Elec. Trim, G.F.I. Receptacle -Underground eng6tion Throughout House 9p_-A� Protection rrections from Previous Inspections G est -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates 9 . Address Posted '96" -Fire Sprink er Date , 0 Card B-1 . Date Card B-1 DaCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOP_ MENT SERVICES ' 411 1Main Street eChico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 5387541 CORRECTION NOTICE Ar, yR/a,g/ 17f6 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, 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 inspecti9x indicates that the following violations of butte county Ordinances exist at the ;F above address should be corrected. Please notice this office when correction of work is completed. If u have any questions pertaining to this matter, or need additional explanation, please conta this office immediately. Date I REV 10/92 COtUNTY OF BUTTE ; ; . t 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, please contact this office immediately. µ �/i���� -` A �v NN A � w� .0t flop l qq M ! I Ap 20 Ir cio lij VO INN NN �► roti - 1 '�.:�.., \` , .: \�`.. \::. ' '` ; '�•;� ` �. • ��� is A ` ;\= I V � `,`•,�.,,`\\;� � �.:•' •� `\�.... ��';�' ,.•. r � \vim f 101 a�H9Y�I,. ;•\•..'�� ., •��`,•�;� Z C�.�•', (n `-• ` zPm ' `C. � - W Z0 3Jdd said- Ins m 88TPZPEOES TT:ET E00Z/b0/TT I mum Fff A, Certificate Of Conforrnanc� ----------------- Certificate 052736 ' THIS IS TO CERTIFY that the glued (aminated timber products identified with a colle .; mark of >=ngineered wood Sysfems (FyyS) were manuiacture'd in accordancs with the applicai-i� and associated speciiications indicated below.standard's ANSI Standard A190.1=1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GApv �-Omputer Program For Determining Design Stresses A1TC 117-93 - Manufactunng - Standard SPerincations For Structural Glued Laminated ember Of Softwood Species 1T IS. HEREBY CERTIFIED #hat the APA. EYES trademarked structur-�l were .giued larninatzd tier; Er members produced in a rnanuiactunna facility subject to regular audits in accordance with ttie E;,gineered Wood Systems .(Ews) Quality Assurance Program.. Routine audits include insp.:c,ion of the rnanuiacturiaig process and evaluation of the in -pi 'QA program with adequate samp;ng to vDriiy con to industry.standards for lumber grade and giueiine bond quality. by Thomas G•. Wiiliamsc ; . Executive Vice presiLi(...)1 6/ C"'TIFREO WOOD SYSTEMS a a +ais�ca GOtpnisj 1 01 AP! l E;�uJ, tpE'REL .WOOL) ISSOGLM0h 702iSwrrn19lhSaeri-P.Li.6W.i700.7scoma_WAGE" I1_07D0 T..1ePhorx: (253) Sb.S-BC00 • FflY N�my�r. i753) Sb372b� Z 1� b 'MaL Certi"ficate of Conforman'p . , Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber pmiducts identified with a've mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applir_a;ii standards and associated specifications indicatedbelow-. ANSI Standard A190.1-1992, For Wood Products roducts — Structural Glued Laminated Timber . .......... ---NSR-488 Glued Laminated Timber Combinations' And "GAP" Computer Program For Determining Design Stresses RITC 117-93 — Manufacturing Standard Specfficatio ns For Structural Glued Larninated Timber Of Softwood Species CA IT IS HEREBY CERTIFIED that the APA. EWS trademarked structural -glued larninated tirnb6, members were prroduced in a manufacturing facility subject to regular audits in accordance Njtb t . he Er-Ighr;&ered Wood systems.(EWS) Quality -Assurance Program.. Routine audits include inspc1ctio . n of the manufacturing process and evaluation of the in -plant *QA.program with adequate sampling to o varify, conformance to indu'stry. standards for lumber grade and giueline bond quality. 44 W 0. 00 10 .0 -rT' z. SEAL,' C-1.) for 6 by Thomas G'. Williamsc:: Executive Vice Presicii."!.)i C-1vCi-FERED 1100D ,z a:ajSYSTEmSjB1e0 cc.,Dnieit n 01 . AP14 7011 SGUM 191h STteej _ P0 . 807 7 E14G"VEE-9ED WOOD ASSOCIA710A. 11700 %r,,A 9e;41 n-0700 T-Jqr?honr: (253) 56.1,-MC)o 'Fay i" --bel (253) 565-72155 Cert, niTeeYd M \ Builders Statement InsulSafe 4 ' Fiber Glass Blowing Insulation e / Jobit Name e Ad ress �=� e- �'_ Installer/Contractor (sign) Company Name Date Builder (sign) Inspected By (sign if required) Company Name Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance ' (R) of:. • , Bags per T000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. It. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18/2 44 26.4 38 0.712 16% 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'h 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. CCDANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (X BAGS USED BATTS/ROLLS (✓) CEILINGS / 1 WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. CCDANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING�DIVISION 7 County Center Drive Oroville, California: 95965 • Telephone (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 40-640-028 ,111 111• ZONING BUILDING PERMIT ANDRER, IEGHDADI TELEPHONE 624-5189 SO, FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 3110 SHADY GROVE Cr. CHICO 95973 3303 R 178,362.00 821 U 14;778.00 CONTRACTORS NAME W LVP�1\ TELEPHONE498 C / u .00 CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1 -00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 989.50 Plan Checking Fee $ 23.00 BULDINGAD KESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME _ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SIX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 151 7.00 09.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 30.00 TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: USE MASTER 97-44 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 QQ Mobile Home I S I G I W @20.00 PERMIT FEE S FLOOD•X,0510C ELECTRICAL PERMIT Fling Feel 20.00 Main Service 20.A OR LEOR SS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 9 Lic. No. S ) % 1U - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. MI-fas 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. G3, -I1 ave 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'' X;o penson in$urance carrier and policy number are: Carrier f Lt r7 Policy Number 1 13 Q i r) Inc, (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date (,-� U � �3 Signature of Appli nt - ❑ er ❑ Contractor fi7LAgent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. 6 ACC. BLDS. 3.50- 1. NOµR GSID. ANCHOR CIRCUITS T 97.50 APPARATUS B SINGLE OUTLEr CIR. Ex. Occup. OUTLET OR FIXTURES aAAL x':50 Ex. Occup. OFIxN!%ARM ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 187.34 MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 6.50 Ventilation 3 19.00 15-00 PERMIT FEE $ 145 00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 CONST. TYPE VN TOTAL FEE $ 1610.84 fAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicate above for which fees have y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date O 3 to ReceiptNo. 23 • 00 `i 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP CTOR GOLDENROD -APPLICANT I COUNTY OF,BUTTE-DEPARTMENT OF►D 3 L(�P.MEMY SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 9596 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICAI ION DATA SHEET OWNER: Vl ASSESSOR PARCEL NUMBE Proposed Building Use: ✓ Counter Technician: Date: Items/�rerequired in order to apply fora permit. All boxes MUST be checked O marked NA in order to apply. 1. -Plot plans, 3 or 4 sets, signe4y the preparer of the plans. ❑ 2. Complete plans, .3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. S' ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ; ❑ 12. Hazardous Material Form............................................................................... ¢ ❑ 13. Other Re ming items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . 1 s as shown on the attached Schedule of Fees Due Sheet .................................... 7 31 G� ❑ Statement of Intent for Non -heated and A/C Buildings .......................................... 16. Sanitation and plot plan approval from the Environmental Health Department in -�$ e7 City of Chico Plumbing permit........................................................................ California Department of Forestry plan approval ❑ paid. Sent- by: ...................... ❑ 19. Planning approval for (A) Use: © )L (B)Parking: . (C) Parcel Check: 0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... t % Encroachment Permit for driveway from the Public Works Dept. (construction approval prio - oc p nc ,J. ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 00- Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $__ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:. Date: 0 -03 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data .by ❑ phone, ❑mail, ❑ counter, b i Date: Plans reviewed by: Date: Plans approved by: _Date: Structural reviewed by: �.;+r'• Date: Structural approved by: Date: Note transfer by: a:' y;�tiDate: • < a' < Yellow• Ruildinn nivisinn Plan Check Letter E.H. USE ONLY U Plot Plan Attached " FZoos Plan Attasltad Sant to 8_.6`'%"4-O TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A t GVv ,�-k Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for / dwelling. Other 4 ho% h o ;"9al-clearance final.for: O.K. for: NOTE: —,L% U3 Environmen al ealth Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING UISE i 1. BUILDING PERMIT' FEES f6—Balance Due ....... I .............. Additional Fees Due ! .............. $ Additional Fees Due ! .............. $ Revised Plan Checking Fee ..... .$ 14 1#1 2. OL DISTRICT I,VE/ES ` fes" 3. S F FEES (paid at Building Division) Residential ............ I ......... x $360.00 = $ j Units Commercial (sq. ft.) ..... ........ . x $0.03 = $ Sq. ���� � ft. 4. URBAN AREA FEES (paid at Builing Division) / Residential ............. f...... I_ x = $ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. /').k 3v— 5. FEES to//g/03 6. TY&RMALITO DRAINAGE DISTRICT FEES raafz Fill w -v' I b iL MM— I MW16timl- Alm RECEIPT # DATE REC. i- 31- (D3 $510.00 (paid at Building Division) 1 7. SRA FIRE INSPEMON AND PLAN CHECK $89.00 (paid at Building Division) I I 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEET $2500.00 (paid at Building Division) 10. OTHER 1 I 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. A i APPLICANT DATE -n- ILO3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit Number 0.2 District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly ted. 1. Applicant's ame• l a. CompanName: 2. Address: G� t Go c 3. Phone: � 3 8'l - 4. Assessors Parcel Number:n 5. Location of Work to be Done \ w � A-\ S 6. Applicant's . atu 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Narne� Q � 9. Address �- 10. Phone: S� 11. Fax:. 12. Contractor's L(p License Number'. / v 2— 13. Certificate of Insurance_: Yes C3 No: El 14. Contractor's Sign c 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ ' 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby granted. 19. Conditions ac.ct7 n4io Je' %� li,e Undetground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20.XAU work shall conform to accompanying: Detail 4!� Plans ❑ Special Conditions ❑ 21. Date Issued . 0/2.?/ 23 22. Expiration Date: ! 23 Sure Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one w k: Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Al work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which'occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shalt be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. a The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lits, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. Al installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. Al pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, rights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 �4 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1 % 1 111111111 111 11 X11 11111 R L3 co rd Pal r1'7`,1:0,,d Lounty cif FtliTfi'i_ HII'CACE J: SROBrS Rscorder ROSEMARY DICKSQi� Assistant d 2 t uJprl 23—e&- -t�l +@2 ! I 1 I Barbara 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 b'e 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: ! **THIS DOCtZIMNT IS! BEING RECORDED TO CORRECT THE LEGAL DESCRIPTION FOR DOCUMENT SERIAL NO. 2002.-0045904, RECORDED SEPTEMBER 4, 2002, IN BUTTE COUNTY, CA.. I Date 10/2.3/02 PROPERTY OWNERS: ANDREW State of California I ) County of Butte ) On— 1.0/23, 2002before me, J. TUNISON, NOTARY i personally appeared ANDREW . iMEGHDADI personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/leer/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and fficial seal ' I Signatue- •:h -'`– Seal: .....�. •.c o.a. A.P. # i J. TUNISON <Y 1 :� % CUM,tit. if 1234972 � } NOTARY PUBLl0{%AUFUIINIA I'A'GON9.4.L'XPIFl@S SEPT. ?B,?0p3M� EXHIBIT "ONE" PARCEL I: Order No. 202500 - C Lots 1 thru 24, inclusive and Remainder Land, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte 'County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. PARCEL II: A Non -Exclusive Easement for ingress, egress, drainage, public utilities and public services over Lot 6, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. Assessor's Parcel No: 040-640-011 -000 Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other in Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved J§ Conditionally Approved ❑ Resolve Problems Prior to Approval N Site Plan Stamped Approved • By �p Date 2d Page 1 of 5 ' SITE PLAN REVIEW APPLICATION Date: Jl '� J ' 6 -` // o 0 21 O AP# Permit Number (if applicable) 0 3 -1—) APPLICANT INFORMATION Parcel Size: A e- Owners Name: Owners Address: Telephone No.: Situs Address: 1 // `, 4'6G Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other in Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved J§ Conditionally Approved ❑ Resolve Problems Prior to Approval N Site Plan Stamped Approved • By �p Date 2d Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: <Q-5)0= Index Date: 6-8-1b ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------__—_---------------_-------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 3 2 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front G Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i , 1 Applicable Developtuent Fees: Standard Fees in ❑ Fire ❑ School* ❑ Parks/Recreation i ❑ Roads Sheriff F ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area ' Road ❑ Thermalito Impact ❑ Other ---------------------------- -------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement i ❑ North Oroville Area' ❑ Other (per map) . i * 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: I 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: c i 1 ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ElVerify 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 ------------------------------------------------------------------------------------------------------------------------------ Amount Formula Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: 6 ❑ Use Permit/Minor Use Permit Permit Number: Book: IS 9 Date of Approval: Page: 31 t. Parcel Map/Subdivision Map/Use Permit Conditions IM Comply with the following Conditions of Approval: A �� Iq e-1-4 e t> Meet the Fire Safe Regulations of Butte County and P.R.C. 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, NEPA 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 P� must be prepared by a registered civil engineer or other qualified professional and 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 Page 4 of 5 A ITIONAL INFORMATION SHEET y nrn c • cC A ZA 7� / 10.00` P.S. 1. BUILDING SETBACK LINES ARE AS SHOWN OF MAP AND AS FOLLOWS: LOT 6 /; \ FRONT/REAR/SIDE YARD — 50' FROM CENTERLINES OF ,0 INTERIOR STREETS, SPEEDWAY, ENTLER AVENUES, AND THE SOUTHERLY LINE OF THE OLD S.P.R.R RIGHT OF WAY. REAR — 10' FROM PROPERTY LINE (EXCEPT WHERE NOTED) 0. / SIDE — 10' FROM PROPERTY LINE 2.. LEACH FIELD FREE SETBACKS ARE 5' FROM THE EDGE OF THE STORM DRAIN TRENCH, 5' FROM THE EDGE OF THE PROPERTY LINE AND 100' FROM EXISTING AND PROPOSED WELLS. Y � 3. BUILDING IDENTIFICATION AND/OR ADDRESS SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. <° 1CTHE SHERIFF'S FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT c° / TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE Zo / COUNTY CODE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, SAID AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR BUILDING PERMIT. 's 5. THE LEACH FIELD AREA IS NOT TO EXTEND BEYOND THE °2 ROADSIDE SETBACKS BUT MAY INTRUDE INTO THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY PER BUTTE COUNTY PUBLIC WORKS RATE MAP NUMBER 06007C 0510 D, 6. PER FLOOD INSURANCE REVISED APRIL 20, 2000, THE PROPERTY SHOWN HEREON LIES WITHIN �y ZONE X AND IS OUTSIDE OF THE 100 YEAR FLOOD PLAIN. co° C 7. LOWEST FLOOR ELEVATIONS SHALL BE A MINIMUM OF 12" ABOVE THE HIGHEST ADJACENT GRADE. 8. WELLS ARE TO BE LOCATED OUTSIDE THE ROADSIDE BUILDING SETBACKS PER BUTTE COUNTY CODE SECTION 10-8, WHICH DOES NOT INCLUDE THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY. c F2\MF0 1WItJ =ALMS 'R[11V17l0N\dwa\FINAL MAP 5-en-02DWG 08.'0910? 08:08.74 AM P From: Trudy Bury To: Caroline v ENVIRONMENTALHEALTH; 1 01 : 26P i Sent By: _BUTTE CO r Mat 21 03 Date: 6/18/2003 Time: 10:07:02 AM 530 895 6512; , Jun -18-03 8:46AM; Page 3/5 BUTTE COUNTY AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES FORM Sutte c=q requires a 300' buffer between agriatlb ni operatl m end a residsrim This dhwlslon is based an awimtwnentsl aaWmeats and otud%e. The Age Commissioner may identify unusual droumstancee where the 3W d n&Won Dermal be met on efdsting Parody, Thin exception is nd avaiieble for tote bedng dl &W or subdWW. th Apples must comps to bUowwing and neburn with the required side plan to: DeVOIWnent Sotvic�s Mpatbtren% 7 County ranter Drive. OnMile. CA (530) 638-7601 Name: eel W6dPhone: Reason you bdlev®you qualify for the wwraa susl dmstances elmeplion (Vrell serilk Ott) does not al w tar the standard OWWO n L ort" rage [ of Irr9rd �r Imp Dabs .. U�d idJSJl�r� Wit eke or shgsa or an a>onp Impronr9MMt a 3004W buffer wra. Sl I CELMREQU EIJT• Brawn to Bede 0*vme's "=I% propwv oddness and abed nam .SW of pwvd (dirty .Ww arorsage) Naft errbw AN hVftwWWft - a dd IN or Prapfxod (efrudwvs, wags. sYOM, eW-) Fronitape Road Wft Pervet Usa er a4 x t VaplK ias (ad aides) Wwwing Mm of feMN rid 06W Improvements (Web. sepK WUGWres) INvm" width wW length ...........:............................................................................................................... r►ar amen wa onhr• r1t.9"&T AtAtAW PERIM Inaffivdnal .MATERIAL PERMIT'S (bulldinal 0- PAa mmended ❑ Eneplon Graved with the ❑ Exception NOT Recommended following condidons: Rea satbaclm from adjacent agncalbaral opwabons: Nd AL 143U -P0667 )Ss06--S 4 �a V Agricultiral Departr fent Signature: Daft: 6� IYW4403 ` f f BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ti School District -A Building Department No. A.P. Numbera w r Viurisdilail...City County Property Owner. Property Location/Address Subdivision Lot No. Residential Development Building Department Representative 0 AdMon :................................................................................................................, Sq. Footage AdditioNSupplemental to (Group R) Conversion Permit # *(No foundation inspection): .................................................................................................................... (Floor Plans reviewed byS.cAool District Identification No. 1 0L- TvAn 4 0 S7—) School District certifies the a (Street Address) (City) has complied with the requirements of Resolution No. representing 3 ->quare feet. School District Representative Paid by Check # Remarks: District Personnel) Sq. Footage (Including Exterior / Roof Areas In a D Applicant) / P� 4?( 7 Number) (State) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ a A:& Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10198)dmm 0 No of Living Mobile Home Units Installation Building Department Representative 0 AdMon :................................................................................................................, Sq. Footage AdditioNSupplemental to (Group R) Conversion Permit # *(No foundation inspection): .................................................................................................................... (Floor Plans reviewed byS.cAool District Identification No. 1 0L- TvAn 4 0 S7—) School District certifies the a (Street Address) (City) has complied with the requirements of Resolution No. representing 3 ->quare feet. School District Representative Paid by Check # Remarks: District Personnel) Sq. Footage (Including Exterior / Roof Areas In a D Applicant) / P� 4?( 7 Number) (State) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ a A:& Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10198)dmm r S , .Ort BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICTT/ Assessor Parcel N}gber (s ), 1146 - ham -�- 03N p Property Owner Project Locati4/Address Subdivision Uj��� Lot Number(s) Ex !4W4*3k?FA 'JW50 Re id ntial Development: (check one) _ New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Chico Area Recreation and Park District(CARD) certifies that .8 7 3 -Al` (Applicant Nam' (Phone Number) �llb 5l�Ud� 6ior U. - (Street Address) � 1Ito 9S x-73 (City) (State) (Zip Code) has complied with the.requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $Im e CARD RepresentativV Date PAID BY CHECK NO. REMARKS: BANK NO. 9 410 PAID BY CASH RECEIPT NO. Distribution: White -=Applicant Pink --CARD park.fec (form revised 1l/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 07/17/0' . #9077 10:04AM ','.*:XiDTAL #1189.00 4 - 1 I SEPTIC, TANK AND LEACH LINES TO BE 5.0' MIN. FROM BLDG. AND PROPERTY L IMPS TYP. i '00� (N) WELL. ao dR\C,H' \ / P OP0 PD `HNOUSE p / .\ \ FIN. FLR. EL. • \ 215.0' 5' WIDE \ LEACH LINE i W/ 12" ROCK, TRENCH 36" MAX DEPTH. 252' TOTAL LINEAR FT. OF LEACH. LOT 45765 sc�. ft BUILDING 4441 COVERAGE 11O.Igo l GREGORY A. PEITzi ARCHITECT 383 Rio Undo Ave. Chico, CA. 95926 (530) 894-5719 t MIN. 1.200 GAL. SEPTIC TANK AGEMENT FIELD ounty EnvUonmentwth am --o -3 I"�501�01I DRIVE N Environmental Health JUN 1 7 2003 Chico, CA LOT 6 TWIN PALMS SUBDIVISION for: ANDREW MEGHDADI CHICO CALIFORNIA LOT 6 S,ej-a rr L: m . -mal Hey.. JUN 1 7 2003 Chico, CA DCDROOM i II { — II II II I 11 rORLN 11 II II II 6REAT ROOM T "" MASTCR BATH' NOOK .r.r. ie.-.. d �LODCT 1 �I ENTwr K �GF6N .rO-.NN • 4w.t MALL — roRCN APPRMW Butte County Environmental Health Le —a-7 p 3 Date "-4�L �adtne I Suhlect t® change at army fime BE fr �MCR BORM 3303 sq. Feet Lp-0 DRo i All STRUCTURE'S AND EQUIPMENi'T INCW(?INQ' CX.?ERHANGS SHALL BE CLEAR OF ALL EASEMENTS. ,q SFr BACK OF&g&F:r. FROM THE SIDE AND Q�VAkT, FROM THE REAR PROPERTY I_gPJES AND So FT. FROM THE ROAD CENTERLINE SHAD- L< C` -F 'STRi3CT1.dRES AND EOUIPMEMT EX , EAVE OVERHANG. SEPTIC, TANK AND LEACH LINES TO BE 5.0' MIN. FROM BLDG. AND PROPERTY L I NES TYP. t (N) WELL ) y i \ / PROPOSED ED HNOUSE \ FIN. FLR. EL. 3' WIDE \�\ LEACH LINE V W/ 12" ROCK, TRENCH 36" MAX DEPTH. 252' TOTAL LINEAR FT. LEACH. LOT BUILDING COVERAGE PLANNING DIVISION- BUILDING PLAN APPROVAL Use: (� i< Date: G 2U - Parking: Landscaping: Other, 43-763, sq. ft 4441 sc�. ft. 10.190 I GREGORY A. PEITZ ARCHITECT 383 Rio Linda Ave. Chico, CA. 95926 (530) 894-5719 51 TE PLAN 1"=50'-0" DRIVE CL.V BUTTE COUNTY BUILDING DIVISION APPRO �w , �ojr LOT 6 TWIN PALMS SUBDIVISION for: ANDREW MEGHDADI CHICO CALIFORNIA LOT 6 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: U2&ddzd &4,ta et� ENVIR. HEALTH, CFHCO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Arld"2A)jL4 hc1a.ASEPTIC: AP#: -QatT ADDRESS/LOCATION: SM0__ Comments: GL/memos/releasehold 7-W, LI" --S I 5• IBUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040965 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/27/2004 APN: 040-640-028-000 the Business and Professions Code, and my license is in full force and effect. p License Class : ^`� License Number: 30 d P;Y, Site Address: 19 SEGA DR CHI Date: /-`/­/.2/nLq Contractor: CIRIE F� FLF pdG�S Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Description: IN GROUND GUNITE MASTER PLAN #502-01 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MUDERS, STEVE to its issuance, also requires the applicant for such permit to file a 19 SEGA DRIVE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95928 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for al 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 Applicant: CARE -FREE POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, g ALYSSOM WAY provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95927 year of completion, the owner -builder will have the burden of (530 ) 342-4639 proving that he or she did not build or improve for the purpose of sale.). I' ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: CARE -FREE POOLS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.), 9 ALYSSOM WAY ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 (530) 342-4639 Date: owner: I License #: 380826 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 Architect: is ssued. YY I have and will maintain workers' compensation insurance, as Engineer: BACHMAN & ASSOCIATES required by Section 3700 the Labor Code, for tfie performance of the work for which this permit is issued. My workers' compensation insurance carder and policy number are: Carder : Total Square Ft: 0 S. F. f Policy #: �° ��— d 3 I Valuation: $0.00 I EII certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. i Date: % r� � I Applicant: I 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 LEINDI::G AGENd l � This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency, for the Resolution to o kork indicated abcv= f which fees have been paid. performance of the work for which his pe it is issued (Sec 3097 Civ.) By: Name: I Date: eZ-710 Address: PERMIT EXPIRES ON: - �- (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. I ❑ 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 atiove 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection piqpeses. % Print ( I 'e �/ I Name: �� Signature: r` Date: Z/ ci I I 13 Owner ontractor ❑ Agent for Owner ❑ Agent for Contractor I V 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. B. C. Building Permit 01-23-04 pg 2 APN*;j � � ` � ZONING: [DATE: NEAREST CROSS STREEV T CTY9 -� ` SIKI SITE ADDRESS: l CITY, ZIP: ICO C OWNER NAME: PHONE: STREET ADDRESS: 41 li�i FAX: CIN, ZIP: E-MAIL: APPLICANT NAME:PHO Ae% po cL NE STREET ADDRESS: ^ a n6 fiJ �/E-MAIL: FA X: CIN, ZIP: C : C CO—�Z CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CITY. ZIP: E-MAIL: LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: ' FAX CITY, ZIP: C LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: �/1�1.t✓t vl t I ❑ 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 costs are not refundable. For office use only: Notes: C Application Received by: ` �V Date: '.J Receipt number: Amount Received: �l B. C. Building Permit 01-23-04 pg 2 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PE T APPLICATION DATA SHEET u l� �J J "ASSE�OR PARCEL NUMBS oz OWNER: ,`l� Proposed Building Use: In `��VU✓1 �� �� Counter Technician: (�pw Date: ILI�� e s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to Vipply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0` 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 ❑ 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 \ 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.)1(,� ❑ 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........................................................................ ❑ j 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use:( K(B)Parking: (C) Parcel Check: ,- D Lf ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 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 clearanee............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the abo a items and re uirements for obtaining a building permit. pz� Applicant:D& -Date: 1. Index pe mit application for the above items n T erect: Plan Check Letter 2. Additional items required .04 C9MraM,,designer, owner, was advised of the above data by EKphone, ❑ mail, ❑ counter, by Date: �2 ractor, designer, ow advised of thea ,/ a a by phone, ❑ mail, ❑ count e y Date: Plans reviewed by: Date: Plans approved by: Date : d Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i Owner Location Plan Approved for: Sewage Disposal Clearance for dwelling. Other I Hold final for: Final clearance O.K. for: �. NOTE: E.H. USE ONLY ""/"""" FloorPlan Attachedy oot Plan Attached Sent to B.D. ! Water Supply: Public Private Well `� Environmental Health Specialist 4- Date 8/96 G �l 0 SEPTIC TANK AND LEACH L I NES TO BE 5.0' HI N1. FROM BLDG. AND PROPERTI' L I NES, Tl'F. r"x is-� - /� HELL. lr 000.0 �.. o skop s. im \I , t�'�RGH�� �' , 5' DE --� ' \ O' LEACH LINE H/ 12" ROCK •• _ . .�: !. GONG. DRIVE.' _.. TRENCH MAX DEPTH. Wealth lllronvefda MIN. 120' E rj�c �D GAL- . SEFTIC Nov 21 2005. 252' TOTAL --- �� i/ , • 'Z� TANK co CA LINEAR Chico, . . LEACH.o \ ,� /� ; . SITE FLAN { REPLACEMENT FIELD pool LOT 6 w.r: L 0 T Chico CA � TWIN PALMS SI BDIVISIONa �:: `..."y' vim' 5 rEYF— M D C R-5 CI4ICO CALIrORNIA i u /w/.) �=� SEPTI. TANK AND LEACH LINES TO BE 5.0' MIN. FROM BLDG. AND PROPERTY L I NES, rYP. r' xlz16 -/ HELL, SHOP LEACH LINE W/ CK, TRENCH 5C�12 RUCK, \ / ''MAX DEPTH. "MIN. 1200 CAL. SEPTIC, 252' TOTAL �" \ o�' / /i / • ' 2� TANK LINEAR >`T. O F \ \��- LEACH. REPLArEMENT FIELD ,O, - v .,e4jo -----:Buldeaspuel :Bu.Wgd Z :yea :ten IVAOdddVN d maiine OISIAIa ONINNVld C,ONC. DRIVE BUTTE COUNTY BUILDING DIVISION APPROVED .51 TE PLAN LOT 6 TWIN PALMS SUBDIVISION for: S'rEYF— MU D CR S CHICO CALIFORNIA 4 Ik IIIItI77,; t2i P4,5UM,: W/ I/ 21"; V. 6" Wk FROM MV5 *V 5m)a� Icow ,;for "mom 47 mw `11mm5,b k UN.0 0 Y M01P,fN2MW_4 14 0c, I t7 I... ..... Z3\ I II4 rd I I w I M15tP ROCK At) I4 IEll p j It y IVA, ALL F IIP OWAfl "�Ior if, M, fA -NO M�,MYMON M5T ��MlION 5C&E:'�/ 16 I MCA MfAIII4 0fl It.5 0 N6 IMAfGf ICONC MS JU W(X MAZKHOUZ co Iom I 52,1 050 IMP 19/ �2' 05D Owp, 9$ I7' 12 4 . I 'I I I i I I I 'fV UNO) I &L' UWR 5 -AL Lt 2 PF R IIf7 -MINIMUM, 'icoNms 5H&L m 2900 L ON '%�5 "ML5R5 .2 LE[99,IZ5 IN t2II,z1 �CONWf WITH CONrlz ANP 11 9 -KL WIVIN 611 Or, M M%RVAIW ITATE12 M.M H R', I7 A KAMIZ51IT T Of VONA5 FIR R (MINIMUM) pm- 5 om .10 m �At5 6 Wf xspi(v.wc� M N16 N6 IF 'I 2' 0.C;1N F LV,. N&ft? U51 6 0C XLT0665 ANP 8J Af III4 ttIIA IIw 0 ItI7 14 IIAjInON OUM 5C&E: I =ONf14 I's 7f Ll I[c) I I/ b x IT D I 2 .3 tIIF II -AR WALL, - -SC H E U 'E, E L < 'HOL OWNS.REQ IR D U LE STUDS NOTE w 4p 'LINE 'IDENTIFICATION --DENOTES WALL OttS SHEAR , WALL �JDENTJnCAI �DE "MAMING AT 1 67 �01`4­-cENTM IT, Fv/_ �WIRE., LATH. AND: PORTLAND CEMENT I u TUCCO: EXPA D METAL -,OR WOVEN G' 1 6! ON CENTER WITH No. -_1 1 gage, FASTEWD TO PRAMIN S NDE 2k:, D00GLAS',FIR LEGSi-.,AT ,;7/1 6" HEAD - -Nm4- 0 L 12 I .0 LON R No. .1 6 ZTAPti, WITH 7 ON -SHEAR tLK MAXIMUM PTIONALtD .16"r ON JO `2X`DOU0LAS TIR IFRAM IL8 I0A RATEb -3/8 PLYWOOD OR 0 .S.S. WITH 8d t NTER EDGE NAILED, I00 /-,EOUNPATION ON tENTER 'RELD NAILE ING', AT4 %F 1 -',Wri CENTER'. EDGE NAILED, 0 8d NAILS AT Mr A "RATED '.'PLYWOOD-. -3 JON ft, A F CENTER'FlELD'NAILED '10 2A DOUGLAS FIR 'FRAMING T A 6*.'ON CENTER., ItSST828 �ANCHOR 80 IS , IMPSON ", SMONG��TIE PHD6, D'S3 HOLDOWN WITH ir LT I>< ICOUNTY Ld BUTTE WA BUILDING DIVISION vi 3 III6PPROVED 'A' -fo =MOPAS 55f P:m I F to pq 0� E3 III' -7 IL Ic Lj A JU ,c) r X1 ��o Y /p S 7 r I -NO. IIV O" I2 V 7. ro 1 05 '5C& 'No. No�� + Im W/ J 4/ 21 10 A. DRAWING r r -7 "goor' F ".AMINC MIN I t3M Ty ItI, II an M 5f �VAI ON 5c&L : 511611 1' -0l l /'nK 1/'M4n ��� 1200 G MATCH un1 KG, r F�Lf OVEr 15/ 3"d �A5f �VAVON POUF F12�AMIN6 FI.AN No srAZ NOP\TH �L. VA11ON 5c&1 ,.v 1611 1' -011 e n< iner..rr_ .n, r_ nn ( MATCH 1-101,65r.) MONS' ` 5OUTH) �MAION 5c&e.1/ 4"twit -O" COWMfE 13 rOr 8 D01"tOM A's Q 24"o.c. (W-- 71 rff 5u M. W/ 1/ 21, tr-- 71rff5uM.W/1i2" x10" A400 DW5 Ar 6' O.C. MAX. & 12" MAX. num W5 my 9I1-iC.E5 _rm. (U.N.O DY MOV EN61NEEOWA MC'5.) a d I 1.211 �+(-� PEA �vr� 010 ROCK- M015TW Dl l+!1+ Q `1==lit. 111 d 0 < 4� Mri RE T 1-fliTI 12" Al FOUNRON M1"& 1-5fOFY IXV10P FOOMG 5W: NONE41 i 9p 1571!5211 05p A. LUMMR/ RAMING I. Al LUMM� 5R&L 9 #2 GF, M MfV (U,N.O.) 2, CONCMTE 5HALL K 25C ' p.5.1. MINIMUM. 3. FOUNDATION 511.(,5, NAIL�t, , ANO LE7CZ; 5 IN PIITCT CONrACr WITH CONCMS ANO WITHIN 611 0r (AM 5 ,LIX PM5ERVAT1W TMATP HSM FIS. 4. Al MAM M fO M# 3 POUGI.A5 FIS M ftfV, 5i, am 40 VAR ( MINIMUM) , -------- IN bIt5 EXSPIR WC WALL, U51NCA 51811 m_sMr WL5. NALR7 USING 8P At 6" OC, &L �19G95 ANP 8d Ar 121, V.C,_ IN FEW. t . OOZ Z �V14 u11eaH11nuaLuuOm"Ll C141 �Z3vl_ -du J_�5 1 —C). OH lejumuonnu uno0 atm � 3AONddW S I 803051. 5 I 803051. 3 SII% 8 x 10 I / 2 GI.U.AJN L 3 I% 8"x 101% 2" aILAhII Nt71Z - M_ S HEAR V11z SCHEDULE"`. fir, 1 "NOTE:-HOLDOWNS REQUIRE DOUBLE STUDS - � �('• � DENOTES WALL LINE IDENTIFICATION /,� DENOTES SHEAR WALL IDENTIFICATION ' r FRAMING AT 16" ON CENTER. ' ' I ' � 7/8" STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT ZZ ' _4 •., +`� 10\0 Q L� _11 PLASTER FASTENED TO 2X DOUGLAS FIR FRAMING 16" ON CENTER WITH No. 11 gage,)19 1.5" LONG, 7/16" HEAP) NAILS, OR No. 16 STAPLE WITH 7/8" LEGS, AT 6" ON 5" CENTER MAXIMUM. F` O \ 1 O OPTIONAL SHEAR PANEL: FLOM/ FOUNPMON rM 5c&- : 1/ 4 11-011 `, I � � APA RATED 3/8" PLYWOOD OR O.S.B. WITH 8d NAILS AT 6" ON CENTER EDGE NAILED, N 1 tJ 12 ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16 ON CENTER. �1 p NOS: I'LAS HEIGHT 14' -0" � _ � 1 � /3 \ APA RATED 3/8" PLYWOOD OR O.S.B. WITH 8d NAILS AT 3" ON CENTER•.E9GE...NAILEO, i F /3 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING %,,;t6 -ON CENTER. �1 _ O SIMPSON STRONG -TIE 11HD6rWS3-K0L64WN . WITH. SSTB28 ANCHOR SOLT. W&.5 fO ACCOMWAS 55028 (Y ANCHOi213af51 113 r I v h;� � I Ilk 3068 �• r�oxz'o500 XO 500 XO S ' I 16'-0" I S II Q 4" cams %pe p01?CH � 16"50•x 12"PP f00T1NG Few r W/ A-1/ 2110A.D.'s a 5WMIN, 50. COl.E1MNy""-± .' "r _ _ ..... 3 I/ 8'1 (TV. of 2) �. E�I . 5000 V� x f0 I% 2 GLI�.AM >3M (TYpJ DRAWING M. OF' hm 1 's ro �9rCh' 0 I �A5f �VAVON POUF F12�AMIN6 FI.AN No srAZ NOP\TH �L. VA11ON 5c&1 ,.v 1611 1' -011 e n< iner..rr_ .n, r_ nn ( MATCH 1-101,65r.) MONS' ` 5OUTH) �MAION 5c&e.1/ 4"twit -O" COWMfE 13 rOr 8 D01"tOM A's Q 24"o.c. (W-- 71 rff 5u M. W/ 1/ 21, tr-- 71rff5uM.W/1i2" x10" A400 DW5 Ar 6' O.C. MAX. & 12" MAX. num W5 my 9I1-iC.E5 _rm. (U.N.O DY MOV EN61NEEOWA MC'5.) a d I 1.211 �+(-� PEA �vr� 010 ROCK- M015TW Dl l+!1+ Q `1==lit. 111 d 0 < 4� Mri RE T 1-fliTI 12" Al FOUNRON M1"& 1-5fOFY IXV10P FOOMG 5W: NONE41 i 9p 1571!5211 05p A. LUMMR/ RAMING I. Al LUMM� 5R&L 9 #2 GF, M MfV (U,N.O.) 2, CONCMTE 5HALL K 25C ' p.5.1. MINIMUM. 3. FOUNDATION 511.(,5, NAIL�t, , ANO LE7CZ; 5 IN PIITCT CONrACr WITH CONCMS ANO WITHIN 611 0r (AM 5 ,LIX PM5ERVAT1W TMATP HSM FIS. 4. Al MAM M fO M# 3 POUGI.A5 FIS M ftfV, 5i, am 40 VAR ( MINIMUM) , -------- IN bIt5 EXSPIR WC WALL, U51NCA 51811 m_sMr WL5. NALR7 USING 8P At 6" OC, &L �19G95 ANP 8d Ar 121, V.C,_ IN FEW. t . OOZ Z �V14 u11eaH11nuaLuuOm"Ll C141 �Z3vl_ -du J_�5 1 —C). OH lejumuonnu uno0 atm � 3AONddW S I 803051. 5 I 803051. 3 SII% 8 x 10 I / 2 GI.U.AJN L 3 I% 8"x 101% 2" aILAhII Nt71Z - M_ S HEAR V11z SCHEDULE"`. fir, 1 "NOTE:-HOLDOWNS REQUIRE DOUBLE STUDS - � �('• � DENOTES WALL LINE IDENTIFICATION /,� DENOTES SHEAR WALL IDENTIFICATION ' r FRAMING AT 16" ON CENTER. ' ' I ' � 7/8" STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT ZZ ' _4 •., +`� 10\0 Q L� _11 PLASTER FASTENED TO 2X DOUGLAS FIR FRAMING 16" ON CENTER WITH No. 11 gage,)19 1.5" LONG, 7/16" HEAP) NAILS, OR No. 16 STAPLE WITH 7/8" LEGS, AT 6" ON 5" CENTER MAXIMUM. F` O \ 1 O OPTIONAL SHEAR PANEL: FLOM/ FOUNPMON rM 5c&- : 1/ 4 11-011 `, I � � APA RATED 3/8" PLYWOOD OR O.S.B. WITH 8d NAILS AT 6" ON CENTER EDGE NAILED, N 1 tJ 12 ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16 ON CENTER. �1 p NOS: I'LAS HEIGHT 14' -0" � _ � 1 � /3 \ APA RATED 3/8" PLYWOOD OR O.S.B. WITH 8d NAILS AT 3" ON CENTER•.E9GE...NAILEO, i F /3 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING %,,;t6 -ON CENTER. �1 _ O SIMPSON STRONG -TIE 11HD6rWS3-K0L64WN . WITH. SSTB28 ANCHOR SOLT. W&.5 fO ACCOMWAS 55028 (Y ANCHOi213af51 113 r I v h;� � I Ilk 3068 �• r�oxz'o500 XO 500 XO S ' I 16'-0" I S II Q 4" cams %pe p01?CH � 16"50•x 12"PP f00T1NG Few r W/ A-1/ 2110A.D.'s a 5WMIN, 50. COl.E1MNy""-± .' "r _ _ ..... 3 I/ 8'1 (TV. of 2) �. E�I . 5000 V� x f0 I% 2 GLI�.AM >3M (TYpJ DRAWING M. OF' hm 1 SEFTIG TANK AMID LEACH LINES TO BE 5.0' MIN. FROM BLDG. AND PROPERTI' L I NE5, 'T1'P. HELL, r. \ o � • �RopoS�D C) \ SHO P .\ Y / LEACH LINE W/ 121, ROC < i TRENCH Z) % � \ i MAX DEF TN ' � O .ksl MIN. 1200 OAL. SEPTIG 252' TOT,,\I o�' �i • • 2� TANK LINEAR FT. OF i LEACH. j , • V- d REFLA--,EMEENT FIELD � Environmental Health Chico, CA 51 TE PLAN - 111=301-011 LOT 6 TWIN PALMS SUBDIVISION for: 57 Cyd M () D c P,5 CI-IICO CALIFORNIA LOT 6 '6 NOM ::1:VA10N 3r1f.= t . 1I Ilei Y 11 A AV H� i 'ice©N� \ , - ..1 ... 11.1) �I�,VA�10N K .. ' a. i FLOOp/VFdUNPATION,UN Building Permit Number: Owner Name: )/It u d eel, -S Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: mo Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. IN The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of Q feet from the side and __a feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the 11, foundation to be designed by a California registered engineer or licensed architect. LAND OF NATURAL WEALTH AND BEAUTY -F _r _ I - `"` -- �- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES =•'• �-' ` . 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-339 TELEPHONE: (530) 53B-7541 October 6, 1999 FAX: (530) 53B-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Po61 Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it. We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the pool, installation of exit alarms alone does not constitute compliance. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing- as encing-as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. ing pool, an be 3. All access gates through the enclosure shall ower than 60 inen away from the ches abovle the grounda This self- closing with a self -latching device pacedno includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, i ael C. ieira, C.B.O. M ager, Building Inspection CALIF012NIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWi?r9 G POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains Rater over 18 inches deep. "Swimming pool" includes in -ground and aboveground strictures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, conthmous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self= latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside. surface fine of protrusions, cavities, or other physical characteristics that would serve. as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials -Emergency Performance Specification (ASTM ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for i_n subdivision (e) of Section 114922 and subdivision (c) of Section 115924. SEPTI C SYSTEM(E N090202 e r !4`.c .� i 1 r E) Hasf'�r pf� � o�-502- Flao ars -b be ensi �c �y. apt ont)p� e'�s jo Pages OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. NOTE. PLASTER POSSIBLE -T �i �J ?LAZ*l EI_ECTMCAL, MT- HANICAL, AND SHALL. SCALE 1/8" = 1'0• 1 PERMIT OFFICE SALES OFFICE PHONE N0. MGR. JO B NO. SAL ESMAN MAP BOOK NO. DATE GREY PEBBLE—TEC LEGAL DESCRIPTION AP 040-640-028 LOT N0; TRACT NO. BOOK PAGE BLOCK MAILING ADDRESS PLANNING DIVISION - BUILDING PLAN APPROVAL Use: D< Date: 4-27-- O� Parking: Landscaping: Other. Signature: GENERAL SPECIFICATIONS SIZE 18 x36 AREA 580 15DEPTH 3- & TO 5(1 SHAPE C U S TO M PERIMETER 100 TEMPLATE NO. �,` CUSTOM ---- TILE SIZE 6 -x 6— —TILE TILE COLOR 0 T S COPING N 0 COPING COLOR N 0 POOL CAPACITY 17,500 GALS. PUMP CAPACITY Ito G.P.M. MOTOR H.P. 1112 H.P. FILTER 48 SO. FT. FILTER RATE 1 1 0 G.P.M. TURNOVER 3 HRS. VACUUM LINE & SKIMMER ?— RETURN RETURN LINE 2 MAIN DRAIN 112 SKIMMER — MODEL CZ U-3 BACKWASH TO DIS LINE 0 ' OF Ya" FILL LINE ANTI -SYPHON VALVE A Q TO ILL HEATER N 0 SIZE N 0 BTU GASLINE BY: N 0 VENTED BY: N LIGHT r," 00 (,W CLOCK 220 V) ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F P POOL CLEANER POOL VAC CHLORINATOR N 0 BOARD -SIZE N 0 COLOR N 0 BOARD SUPPORTS- NO LADDER -Model N Q SLIDE-# nl 0 c. -., —N 0 STUB PLUMB ° YES C /O TILE & COPING 0 ASAP O OTN DECK BY: C F P TREES, ETC. N 0 CONCRETE REMOVAL BY: NO RAISED BOND BE YES O NO HEIGHT WIDTH SWIMMING POOL NAME STEVE AND LINDA MUDERS DWN. ev ADDRESS I � SE GA A E Oq -a CROSS STREETS 11t 111 1 )illi� RES. PHONE e9447-O�D PBUHBNEy 'RINTS CARE -FREE POOLS s _ #9 Alyssum Way C _ Chico, California 95928 Bill Bell Contr. Lic. #380826 l(C �ip(,&—Phone 342-4639 - 4 -7 � 41�, , I- "I" ­% �, -1 1­i-14�1 ­ . 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