Loading...
HomeMy WebLinkAbout068-130-141NOTES RESIDENTIAL 068-130-141 PERMIT NO. R GE, TEDDY DUKE LN, OROVILLE z, k —�L NEW SINGLE FAMILY SPECIAL CONDITIONS 03-1260 . CHECKED BY SRA FLOOD CERTIFICATE REQ. IRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER OFFICE COPY Address Meter By Date EL I Me Q�� M -nate ELECTRIC Meter By Date JOB FINALED (Date)IZAI to>�-594, Signature J=OK 0 = Not OK . = Not Readyble DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 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/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Enclosure; Fencing -Alarms Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 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 6-1 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- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not = NotAApplicable p . = Not Ready RESIDENTIAL D to LOOR (Plans) OK except #'s 1. ng -Setbacks -Easements -Flood -Slope Ft in; Soils-Elec. Grnd.-/ Z Ftg. Depth tg., 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-Wra ed 6a. Ho wns and Special Anchors jlab, Steel -Wrapped 8. Pi -Fireplace Ftg.-Steel '6,.� 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 Plenums & Ducts; Clearance -Material -Supp rt -Ins. 6 73 olts-Joists-Ve rippies 15/AccefaVentilation 27Infiltrati2 16. ation Date Card B-1 Date Card B-1 Date'? Card B-1 4VDate Card B-1 Date Card B-1 Date Card B-1 Date RLUMBING (Permit) OK except #'s Zi Water Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection 1 W.V.; Test Fittings & Anch -Nail rotection 6 . Shower Pan; Test, First Floor -Tub Access e Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s t247—Fixture & Transformer Clearance -Ins. Protection ETec. Receptacles Spacing -Lights & Switches at Doors (16 --Size Boxes & No. of Conductors Stapled Lg_ Romex Installed Close to Edge of Studs & C.J. .4:L8. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water �&O_--Z-Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ , /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 43a!ffq—uip. Clearances Panels-Motors-Mech. Equip. clothes Closet Light -Shower Light -Spa Light f �, !. moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 1,3C.—A.C. Ducts Insulation & Support 0Vent Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade 09.--Furnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 44 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s (! �!. t s Proper Materials & Anchors &2 -Walls Studs -Nailing Spacing & Braces -Plates -Sound 43� earing Walls over Girders & Floor Nailing x[44 D�gft Stop in Walls (rat proof) 148"Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4t> Headers & Beams -Size & Bearing m J (Single & Duplex) Date FRAMING (Continued) H n ers-Post Ca s -Anchors -Connect ling. Joist-Rftr. Ties-Purlin-Roll Bra - hting.-Rtng. or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. imensions Garage Fire Protection Framing -R annel G� L53rPraperty Line Firewall & Openings /�¢rExt Doors -One 3' -Check Garage 3rd Story, 2 Exits �f65 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6rBlywood on Roof Overhang -Attic Vents -Rafter Outriggers Stucco Mesh -Drip Screed -Fd. Vents-Underllr. Access ing Area:Protection-Sk lights -Plastic 60. Shear Wal ; Na 4AT-9Otts 61. Brace Interior/Exterior Wall anels t 62. Insulati - ilings 27Infiltrati2 - al endows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date L (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings 5. Smoke Detector aw-furnace Vents -clearance -Comb, Air -Connector - In -Garage; Above Floor-Ducts-Mech. Protection 68' GY _1& Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels Ua;�'Stairs & Rails ire lace or Stove, Clearance -Hearth 7 Itp,Outlets at Wood Panel, Int. & Ext. a3, -Kit. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 6utlets & Receptacles at Kit. Counter 48'Garage-Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper WtrRtr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection L76, -111b.; Elec. & Mech. Equip. Listed for Location 7?._Receptacles in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic Gu d Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked undecT<oor ❑ Yes 83. Followina In Drive QfesN al ks 'Yes go/Planters O Yes AM84. Stucc - Brow ims A.C. Unit Disconnect, Electrical -Plumbing ent Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate. Well, Disconnect, Electrical, Plumbing $&!Exterior Elec. Trim, G.F.I. Receptacle -Underground dation Throughout House GI s Protection ;9 ctions from Previous Inspections .7 " s y@7%_Qa&Jae- Meters Tagged, Gas Electric r� & Sewer Connected -C/O to Grade -HD Approval imF nergy Compliance Certificate -Other Certificates dress Posted Date Card B-1 Date Card B-1 Date 03Card B-1 Date Card B-1 Date Card B 1 Date Card B-1 Comments at Final: insulation Certificate BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF Material Cf- M D Thickness (inches) CEILING BUILDING PERMIT 0: D 3 — Brand Name -,� K Thermal Resistance (R -Value) Baa or Blanket Type Brand Name Thickness (inches)* / 2Thermal Resistance.(R-Value) �D Brand Name Loose Fill Type lb Minimum thickness inches Contractor's minimtim installed weight/ft Manufacturer's installed weight per square foot -to acheive Thermal Resistance (R -Value) EXTERIOR WALL Material 1:�,QcH'5 Brand Name _ Thermal Resistance (R -Value) Thickness (inches) 3 i2 % RAISED FLOOR Material 01q+5 Brand Name Thickness (inches) 12 Thermal Resistance (R -Value) SLAB FLOOR Name Iviaterial Brand Thickness (inches) Width (inches) f � t FOUNDATION WALL' Thermal Resistance (R -Value) Material Brand Name Thickness (inches) -..rural Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California A nistradve Code. eneral Cona or der j License Number ignarure and Title ate Sub -Contractor (Insulation Installer) License Number S ignature and Ti de Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER ,/" PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. „i Date Inspector _��"-� � ,�:.. G REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVEEOPMENT SERVICES w 411 Main Street • Chico; CA • (530) 891-2751 7 County Center Drive:- Oroville, CA • (530) 538-7541 CORRECTION NOTICE O�—ER / 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 con1at`f'this office immediately. 4i_ Date Z b_3 Inspector REV 10//92 Y - R 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 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,pontact this office immediately. rc -1" - /'�' t - -; � �-' � � Inspector REV 'D. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 , CORRECTION NOTICE OWNER / PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, orneed additional explanation, nlanca rnntart fhk nffira immartiataly Date Inspector REV 10192 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 C�>`?- OWNER 2 �® PERMIT NO. .r' A routine inspection indicates that the following violations of butte county' Ordinances exist at the -(-above address and should be corrected. Please notice this office when correction of work is completed.Alf you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 1.0/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENTS RVI S - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N (Rev. 12/96) APPLICATION AND PERMIT b3 ASSESSOR PARCEL NUMBER 068-130-141 AR 1 ZONING BUILDING PERMIT OWNER RUNGE TEDDY TELEPHONE - 534-3626 SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 20 LA MIRADA AVE. OROVILLE 95966 1692 R 91 368.00 CONTRACTOR'S NAME TELEPHONE 991 11 9,379-00 677.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 102,4 3.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 650.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93-00 BUILDING ADDRESS DUKE LN. OROVILLE CA. Energy Plan Checking Fee $ 23.00 $ PERMIT FEE s 713.00 LAT NO. ag SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE s 143.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20A800VORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License �w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Service TO 46.00 NEW CONST. DWElDWELLINGMain EE NG OCCUCUP.SO OR ADDNS. ( a ACC. BLDS. 3.50T.' 77-45 T. NOµq SID. MULTI.OUTLEf QG 7,50 POWER APPARATUS 6 SINGLE OUrLET CIR. Ex. Occu OUTLET OR FaTLIREs �0 o 1.00 Ex. Occup. oFlx� Aa oR.f 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 120,(15 MECHANICAL PERMIT Fling Fee 20.00 Heating 115.00 Cooling 120.00 Hood 6.50 1 6.50 Ventilation 2 4.50 9.00 15.00 PERMIT FEE $ 85.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) J 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 rovisions of section 3700 of the Labor Code, I shall forthwith c it ose provisions. (� _ Date _s % _j� " 0....� ,Vignature of p ant - ❑ O r [3 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demo)ition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R-3 CONST. TYPE TOTAL FEE 1 107.95 VNHAZ. D. FE IMP --.� FLAO CDF PAR PD HD IS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have jkR IT EXPIRES ON the applicable provisions Resolution's to do work been paid. bate Q� D la Receipt No. J WHITE•D.D.S.•B.D. CANARY -ASSESSOR/ PINK-INSPECTO GOL O -APP I A ;r b6dNT�Y OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION `county Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: /" Counter Technician: Date: i�� 3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ L. Plot plans,1% 4 sets, signed by the preparer of the plans ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with,wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed 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 Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... Other .... t' Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) r` 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings .............................................. <#, t -v i ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in 1 ❑ 17. City of Chico Plumbing permit......................................................................... J 0 alifornia Department of Forestry plan approval ❑ paid. Sent by: Planning approval for (A) Use: (B)Parking: (C) Parcel Chec " 2 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification ❑ Given to owner, ❑ Mailed to owner 4Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 8. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 3 ❑ Grant Deed, ❑ M.H. Title/Stat ent of.Fact , ❑ Letter fro Legal weer, ❑ Check to H.C. . , 1. Other: VIV en issued 'l e and h for pickup. ya I have been informed of the above items and requirements for obtaining a building permit. w J : , Applicant: 1. Index permit application for the above items numbered 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Date: an Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ coyu�ntye��, by Date: _ Plans approved by: Chi Date: _Structural approved by: _Date: D Yellow: Building Division E.H. USE ONLY ti 'Piot Plan AttscMd N Flow Pian Atuchad l Sans IA 8.0. 142— TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal, 11 Water. Supply: nn Pu Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 1:1 Private Well _ .PJ,9,4 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NC 12/96) APPLICATION AND PERMIT ESSORPARCEL NUMBER / BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION NEAS MAWNO 6 " Aw., Jr 9 rjTPA TOR,s NAME TELEPHONE I co NrRACTORS MAUNG ADDRESS V 7 G NSTRUCnON LENDER Fireplace LENDERS MARNG ADDRESS Total Valuation IS /0,2, 9 as, a� ARCHITECT OR ENGINEER ARCWTECT OR ENGINEERS MAJUNG ADDRESS WN BuLGADDREsS <f JVl�P, Ln / ` LnT NO. SUBDMSIONS NAME / USEOFSTRUCTURE SF D Duplex ❑ M bilehome ❑ Other _ sPEcFr TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �j Is ?� -�7o -�31x NO. Filing Fee S 20.00 Permit Fee S , Go Plan Checking Fee S Main Service Energy Plan Checking Fee S, ` / DWELLING;OOCUP. \ A AMC. MMS. S !qN-RES D. PERMIT FEE S %/3, `O PLUMBING PERMIT 20 a I.ro eAL p .w . Fling Fee 20.00 Each Trap 5.00 7.00 b5,-0 Solar or heat pump water heater Mobile Home Facilities 23.00 Water piping 15.00 W, Each gas water heater or vent 15.00 p8 Gas piping system 1 - 5 outlets Building sewer 1 15.00 1 Mobile Home I S I G I W @20.00 PERMIT FEE I S 7 MECHANICAL PERMIT I Fling Fee 1 20.00 W-3 Hood I 1 6.50 S `' Ventilation Zq• Sc I PERMIT FEt S -65. Mobile Home Installation Fee $ Energy Inspection Fee S ao c T TT TOTAL FEE $ J as, NAZ. I D. FEES IMP FLOOD CDF PARCEL PD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _- PERMIT FEE _ / `0 ELECTRICAL PERMIT I Fling Feel 20.00 Main Service pw OOR LEss 23.00 Main Service tow TO IOWA 46.00 NEW CONST: OR ADDNS. / DWELLING;OOCUP. \ A AMC. MMS. f� L' I 3.St:F7. "/, J S !qN-RES D. MUL740VTLEi @7.55D EIC. DCC'V POYVETL APPAAATLS 8 SNfiIF OLRLET CI0. OVTLET OR FIXTURES 20 a I.ro eAL p .w . Ex Occu APPLN ,D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wirina 23.00 PERMIT FEE I S 7 MECHANICAL PERMIT I Fling Fee 1 20.00 W-3 Hood I 1 6.50 S `' Ventilation Zq• Sc I PERMIT FEt S -65. Mobile Home Installation Fee $ Energy Inspection Fee S ao c T TT TOTAL FEE $ J as, NAZ. I D. FEES IMP FLOOD CDF PARCEL PD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _- N 0 '3 -/C;� & 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER _ PROPOSED BUILDING USEr Z-1BUILDING PERMIT FEES 06 Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES ` (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units � Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 1 SRA FIRE INSPECTION AND PLAN CHECK Al)$89.00 (paid at Building Division) sz. WAMR TENDER FEES (Battalion #_) $200.00 (p at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 6 6994-364W A.P. # DATE RECEIPT # DATE REC. 3-76g-�3 3F/ 7/3 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 cXcking process. APPLICANT DATE —% ©- 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) APPLICATION FOR WATER SERVICE (POTABLE) OrovWe-Wyandotte Irrigation District , U� JOB P.O. Box 581, OrovWe, CA 95965-0581 P�L/ / Phone 916-533-4578 FAX 916-333-97 ORDER --L f: \form old\lorm�wtr�glom.11� i,) " _77 - ASSESSORS PARCEL /ff DATE: � -% / G �; ACRE. -AGE: i,.. NAME: .:C_ TELEPHON S,q _ l ,rt r ADDRESS: o2li ��9 ';17 ��i0 NO. OF SERVICES REQUESTE / `'-' �- J'4c: X CITY/STATE/ZIP �,��;/..;� L� CX y3�� 4 METER SIZE REQUESTED: OWNER: >/. AGENT: EJ PROPERTY CURRENTLY SERVED BY OTHER WATER Y ❑ N 0 TYPE: OTHER ARE THERE, OR WILL THERE BE ANY MATERIALS HANDLED OR PLUMBED IN SUCH A INAY .=,S TO _ ALLOW THEM TO ENTER INTO THE POTABLE WATER SUPPLY SYSTEM? Y U N SERVICE LOCATION �l/r c_i�N� PROPERTY IN DISTRICT.) Y ® N F' DWELLING ON PROPERTY Y ❑ N TYPE & NUMBER: CAPACITY CHARGES PAID? Y ❑ N © TENTATIVE WILL -SERVE LETTER(� jj �- -PROP-E Rei'- Ft*LZT� Y L_J N I � # COiyIMENTS: WATER SERVICE AVAILABLE? Y� ❑ LINE LOCATION RECORDED EASEMENT REQUIRED? � Nr,.❑ MAINLINE EXTENSION REQUIRED? Y N ❑ SERVICE INSTALLATION REQUIRED? Y El ­w7 ROAD -CROSSING REQUIRED? Y j"'N ❑ BACKFLOW DEVICE DEVICE A.G. ❑ DEVICE SIZE:�� SITE SURVEY Y N ❑ R.P. ❑,.---D.0 ❑ COMMENTS: t i i Backtlow Inspector's Y ❑ N NOTICE TO APPLICANT: FEE A -YD CHARGS ARE ESTIMATES AND ARE EFFECTIVE FOR 30 DAYS. APPLICANT'S SIGNATURE METER SIZE APPROVED: = LINE SIZE: L��� LOW PRESSURE AGREEMENT NEEDED? Y f l N CONIMENTS; Lo ! �. Superintendent's Signature: ESTIMATED FEES & CHARGES yam— 7 New ,account Fee r �T . ,System Capacity Installation Est.. Meter Set Backflow fnstallauon GENCOMMENTS :knnexauor. Counrr Clerk s ?osung F_e f,325, I.:1FCo ?rocessrng Fer I S50Q1 f_-1FCo Sphere of :ntluence Fee State Board of EquaLzauon Fre /—'7. ".:'I TOTAL (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ')3 -1e4 //7 r) ASSESSOR PARCEL NUMBER 068-130-141 ZONING AR 1 BUILDING PERMIT OWNER RUNGS TEDDY TELEPHO-NE 534-3626 SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS 20 LA MIP" AVE.. OVALE 95966 1692 R 91,-%8.00 CONTRACTOR'S NAME TELEPHONE t29 CM 677.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total valuation $ 102.423.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 650.130 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.M BUILDING ADDRESS ME LN. ORQUI.LE CA. Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 713.00 LOT NO. 7 SUBDIVISIONS NAME PARCEL MAP 1 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Oa Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 - Solar or heat um water heater 23.00 Water piping 15.00 1,5.00 Each as water heater or vent 15.00 15.00 •(�() TYPE OF WORK New d Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: NSF Gas i�in system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S 1!+3.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 800v oR LEss zo.A OR LESS 23.00 23-00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. So OR ADDNS. ( 8 ACC. S.3.5ttFT: 77.45 ULT NOµR='_O__,, ESIDT I.OUTLET 97,50 OWER APPARATUS 8 SINGLE OUTLET C1 R. 20 00 Ex. Occup. OUTLET OR FIXTURES BAL 9 .50 Ex. Occup. oFIxLITE A oOR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 120 45 • WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: r1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [I I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 70.00 Hood 6.50 b. Ventilation 4.'50 9.00 115.00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' \ compensation laws of California, and agree that if should become subject to the v workers' compensation/provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. t �l _Date /`lV - Q3 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 7 Mobile Home Installation Fee $ l Energy Inspection Fee $ -".00 occ CONST. TYPE TOTAL VN. FEEj$1407 95 1 HAZ �- D. FE IMP ...� FLOC ✓ PAROL v PD � ISSUP Y This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �L� By /O�/' V j Date XPIRES ON I mite) ,;�R-�ReceiPtNo. .�EMI WHITE-D.D.S.-B.D. ` CANARY -ASSESSOR PINK -INSPECTOR;// GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. R 12/96) APPLICATION AND PERMIT ( ev. 136-1 ' / I ASSESSORPARCEL NUMBER (,`(-, ZONING/�D (yf,\1 BUILDING PERMIT OWNER Runcre, Tedd 534-3626 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1692 R 91 368. 00 OWNERS MAILING ADDRESS 521 U 9 378.00 0roville 95966TELEPHONE CO owner 129 Coy 1,677.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace - LENDER'S MAILING ADDRESS Total Valuation $ 2.423.00 ARCHrrECT OR ENGINEER Filing Fee $ 20'00 Permit Fee $ 650.00 ARCHITECT R ENGINEERS MAILING ADDRESS le Plan Checking Fee $ Z3 BUILDING AD s Oroville CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1115.50 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 63.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Wor NSF Z ✓ Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 a00v OR Main Service 200A OR LESSLEss 23.0093, 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 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify That in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply w' those provisions. LL _ Date o,-.7 03 Signature of Applicant - ❑ bwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" d p and demolition or construction of structures over 3 st ries i h t. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. ( , ACC. BLDS. 3.5¢x: 77.45 T. NO" N.IRESID MULTI -CUTLET 97.50 POET APPARArus 8 SINGLE T. R. 20 @ 100 R FIXTURES Ex. Occup. ourLEr OR PIXTUREs BAL @ .50 FIXED APPLIVS. OR 5.00 Ex. Occup. ounETs RESID. Ea Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 120.45 MECHANICAL PERMIT Filing Fee 20.00 Heating I 9_00 Cooling Hood 6.50 6; 50 Ventilation 2 4.50 9.00 gas fire -place 15.00 PERMIT FEE $ $5.50 Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ R3 CONST. TYPE VN TOTAL FEE $1510.45 HAZ. D. PE IM c P a H xs This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY �i� f/ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate l� D to Receipt Nzyv�rl WHITE-D.D.S.-B.D. ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT te-, . -A 0-- . RESIDENTIAL PLAN REVIEW GUIDE c •-=:`�, •;.: c SINGLE FAMILY, DUPLEXAND MISCELL4NEOUS ONZY 6 3 �o O��rer. 11�Building Permit Number: Plans Exa;niner: ;�dct S%r'n)P..Orl A. P. Number: 0/0) GEL ER.-kL: Voning requirements — (number of permitted living units). lans signed by the designer. roper description of work on the application. xistinviolations on the property. ecorded notice ofviolation. uilding permit valuation. T PLA`: Complete parcel size and dimensions. Setbacks, side card, easements, etc. Other buildings or structures. Grading, fills an6or drainage. Flood hazard Special conditions on Parcel Map: Noise 0 Sita ❑ Fire Sprinklers ❑ Water Tender ❑ Trak and Drainage frees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval•by Butte County Land Development) FLOOR ;LA -N: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3) 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square fat The minis mn net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20'. When %indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the ficor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise pmmitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not kaa than 7 Leet measured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Leet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening ho a bath or bedroom (uniform Plumbing Code section 509.0). Fuel burning, equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, of in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code setioa 30.5). Garage firevall separation - required on garage side including supporting walls and posts (Unilbtmg Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (t;nifor n Building Code section 312.4). Wood stove location - Alcove — UbIC section 205 confined space & 223 unconfined space & 304.2). 1 Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 deoWater closet clearances (Uniform Plumbing Code 408.5). Y6. Show.er compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). ,WBearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Brand wall panels must be in line or offset from each other by not more than 4 fed (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braved wall lines must be continuous throughout the structure. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheen I of calculations. Clerestory requiring balloon framing an engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. Floor construction details complete enough to construct building. Elevations and Wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). . Porch header size(s). Typical header size(s). . Stud heights. . High expansive soil — special foundation design required . Retaining walls requiring design. . Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement_ Construction design requirements must be shown on the building plans. ectric, heating. ventilation, plumbing and air conditioning equipment and other service facilities shall be . designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISC'ELLATTOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). ' ~� Bride or stone veneer (Uniform Building Code section 1403). �! Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" balls and stairways (Uniform Building Code section 100,4.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. _*700Energy design compliance and supporting documentation. CDF responsible area requirements. IgUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprirW, ers require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lencr. Pace -- of MICHAEL MOONEY 5A MADRONE AVE. CIVIL, ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte January 13, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Ted Runge APN 069-57-06 I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, and that the loads from the trusses were adequately transmitted to the foundations. Thank you for your patience and consideration. Yours, N Ae expires CIV11. OF CAL\F� I s II� MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-12-304 Client Name Ted Runge/Daren Diver APN 069-57-06 Analysis CBC 2001 Dead Loads Roof Wall Floor Comp roof 6 psf %" plywood 1.5 Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. 2.5 Stucco 10 Plywood 1.3 Framing 1.5 %Z" Gyp bd 2.5 Insulat. 1.0 Plywood 3.0 Framing 2.0 tInsulation 1.0 Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0. 0.67 @ 20 feet 0. 0.72 @ 25 feet 0. 0.76 @ 30 feet 0. Seismic Loads V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. January 13, 2003 Live Loads 16 psf. 15 psf. 17 psf. 8 psf 3 in / 0.9 out windward roof 7 out leeward roof 8 in windward wall 5 out leeward wall 03 ' �C;rob BUTTE BOUNTY PiLDlNG DEPART6IE. APPROVED a/as/o 3 p. tl 40 psf q = 14.5 psf @ 75mph I=1 Az-, t--ieF 0 Au�xso z/ 0 L�)' 9 = jjip 5-7 o�S �JL'1zL�z�Z=��, .Sn oolq civ Pol�dshvl 9 '"001T M Tal -417;-9 -T-1, 73q 10 Y-,-] �� - JAWO YA9 til �J ��"s � � �b'0 � ���►--b'9���) � - fib) -0 �,b �� -� �b'g a SP 17, XS7 -s7AM Llx1to zfbl zM �Z-loz Ul°o -�S- bL L) ? S L9 0763 -Z dT�-q � s an — -yTaj? �'Yb�'pZ( 1°Nacmr?o� g Vbtb'*G-f-Tp-fv ,dal 2 150)12 t,5�-g '- K7,1 Nya��z �m z/NLIxsxbl -+ l.lXsxl5 4p+) � Z� 3rm «k�[� X 2 �- (:A' xsz 1'-7x2 d ti v�1� P� CD 2,AE-0�1 kt&Y Q 2 0 .t10L l � l -z St to AS3 �-� o --Y. 52 W)d 1-.,Ao- Lha. 2d (4) D&W, "'Uri S-(-. Yr- 4i� _cP 1,f- [� 2 d -CA-1 c�►c,c2 _ 2.1� `� (-3 0 4712 Z 2, [3 5TnE R3,/ • Cf� �5� ��i SIU Flo � .� � N(�C � 6EDge,6w,, 2. Cz� LC KpE C �l wwo - .5asw - Gtz X- 61 L7 X61346;-xm -4� �-c = x.42-` � � Gt t2 �, 6 X0.3 M,l N,TA- - .VIL V J No ? t m� UseismLti0als U/,, <<6 stL .X 2 4 Ik- . 4,W, 5/7 t9A vz` C -r V-0 5/7 uwE As-swje- c. )c( �zr� Uj� i nrccuoo LEPT- '/2 W2 Iq , 62L �',aS tL- L1 Utiv (l(1 W 3.i�-( K. LS M- CL L(kttyl c�•11 o�v1. C (�s8 tn,► U�lovc Com► ieM/ i -1 JL kffi r 2o -2S b .'1-L ,c 6.73. t 0.7 S x c C = 10, 038u 0.1-3 X (r— a—L "'s o z 4 c,5 x x t� .� �c r ,c �. c q �c l� = d, `I l 3 -2S 0'1 2 Y 0-7 4 i'-t.s ,c I )�, On5-v(—IL a,'? k lc' -'s7 k( x 4.« k LC- -4 53 6— �S 6. G?- f\ ba'I X t�t.� k X 4—Lib K Q lllc, Q Q 6-('5- 6,c.2 K $ z °` (C ©. 5c - �V, 6Y I.wsQ oj,. CIE L t N i_ 2 A -ss, � -71 2� (E) c�c��� �7 x, (�:1�' �� R � �la's - �� �LC.25x o.2c/2,.�- � 0.24 ►� l��l��• cel kseiSkL/-- t,U,z+{�,X7f�z�2x15 + [BKS-0C6'1-r&2kS1ioY,1-7' W; le'.P K MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 940-05 530-533-2131/FX 534-0902 Job Number 102-12-304 January 13, 2003 Client Name Ted Runge/Daren Diver APN 069-57-06 Analysis CBC 2001 Dead Loads Live Loads Roof Comp roof 6 psf %i" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 %2" Gyp. Bd. 2.5 15 psf. . Wall Stucco 10 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 17 psf. Floor Plywood 3.0 Framing 2.0 Insulation 1.0 8 psf Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 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 Seismic Loads V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. 40 psf q = 14.5 psf @ 75mph I=1 � t kA '. ::- C-Xuv i Gjr hnl "S (-S - C cc iso 1 U `T uk3s (SOS 0) 4-x2Nc YevL . t. 0-, "� Me 6R 03 xz�( t 2 2 f I � C9 Q f2 C CeuaL8) n M 04 C 'L 2 2 -71 04 = IY.=CD = Li -Ln W 6y 7O4'(x-k (PG2 U- <�ee- 4 4 02 ITIQ 2 ECG 1- 944- 4occi aF a �ec VG 4- -704 Ou k . 4- QS4'( 4 '5b9 l-7�U Z -l�2 -840 L2 0(2 Dl --7- 24 '0 z f2°1-6 4 [202 02-v- 20 5b [v `5b +- 9 4 I Lof' 6K ��� f MICHAEL MOONEY CIVIL ENGINEER • RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 01/13/03 Page: A, TIMBER JOIST & RAFTER DESIGN DESIGN DATA 1 2 3 4 5 - Timber Section 4X12 4X12 4X12 4X12 4X12 .. .Depth in : 11.25 11.25 11.25 11.25 11.25 ....Width in : 3.50 3.50 3.50 3.50 3.50 Le: Unsupp ft : 2.00 2.00 2.00 2.00 2.00 Fb- Allow psi : 900.00 900.00 900.00 900.00 900.00 Fv- AllowppSi : 95.00 95.00 95.00 95.00 95.00 Blastic Mod. ksi : 1600.00 1600.00 1600.00 1600.00 1600.00 Load Duration Factor 1.25 1.25 1.25 1.25 1.25 Stress Ratio ->> : 0.72 0.87 0.65 0.95 0.75 CENTER SPAN -OK- -OK- -OK- -OK- -OK- Span Length ft : 8.00, 8.00 6.00 6.00 7.00 Point DL # : 704.00, 704.00 1046.00 1056.00 704.00 LL # : 662.00 662.00 984.00 994.00 662.00 X -Dist ft : 2.00 2.00 0.65 1.00 1.00 Point DL # : 704.00 896.00 541.00 1278.00 704.00 LL # : 662.00 844.00 509.00 1202.00 662.00 X -Dist ft : 4.00 4.00 2.65 3.00 3.00 Point DL # : 704.00 896.00 902.00 0.00 704.00 LL # : 662.00 844.00 848.00 0.00 662.00 X -Dist ft : 6.00 6.00 4:65 0.00 5.00 RESULTS Mmax @ Cntr k -in : 65.57 79.03 39.91 56.94 51.36 X -Dist ft : 4.00 4.00 2.64 3.00 3.03 REACTIONS Left: Dead Load # : ?T056.00 1200.00 1437.69 1519.00 1206.86 Live Load # : +993!00 1!129150 1352.39 1429.33 1134.86 Right: Dead Load # : 1056T00 1296'.00 1051.31 815.00 905.14 Live Load # : 993.00 1220.50 988.61 766.67 851.14 STRESSES -OK- -OK- -OK- -OK- -OK- Fb.. Allow psi : 1237.5 1237.5 1237.5 1237.5 1237.5 Fb.. Actual psi : 888.1 1070.5 540.6 771.3 695.7 Fv.. Allow psi : 118.75 118.75 118.75 118.75 118.75 Fv.. Actual psi : 78.06 95.87 77.71 112.32 89.21 DEFLECTIONS Center... Dead Load in : -0.046 -0.055 -0.017 -0.021 -0.028. X -Dist ft : 4.00 4.05 3.00 2.92 3.45 DL Ratio 2070 1734 4294 3439 2984 Live Load in : -0.044 -0.052 -0.016 -0.020 -0.026 X -Dist ft : 4.00 4.05 3.00 2.92 3.45 LL Ratio 2201 1841 4566 3656 3173 Total Defl in : -0.090 -0.107 -0.033 -0.041 -0.055 X -Dist ft : 4.00 4.05 3.00 2.92 3.45 Ratio 1067 _893. 2213 1772 1538 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -06015 I 0 1 q -)(a 8=,X� s e GVU)EYt &) Qazc� - k�:'z tO',3-- `129`3 -�-- 12 O +- lkZq-'�b j -7oa--f-Gr,.z C -z-) 4-K k 2 &xw C. "Au.tA. Com\ �` P2- (20 7 -F f t 35 Z 2` 42 ��> P�— .1.<-:L OCA �G o 1- PS5 vt"wo � L � X02 Ids 4,1 %. l S— 29.S-1 61C cZz (��k�) Cie L�c —C / —F(S v I as x �L 2 21tll 4 Ps Coe nn d C'e/d \ )22 co, -3 X ►,C- Kto ZCIs�-z Y� . C a.8 �qa �2 —7.00 (�s 5►`� [3.`13 ��2 a-3- C-3) y c3> r CIVIL E: 0.30 )Li,.F- OA r: v 9' C -5-232-213i LITE EUIMIK(f, OlWSUA, -7 &,6 W kv r,�2 OrcLUT--- d&ok[Le, Cly Auc-0 Yr 2 � 2c,o3 R -T�Eo: Ru h l Tk..0 � Su �scr-f 7`u marl- • I f I.NU� � U � an1 � SCE �1(Lus i`�5 IIJi-h.CE� c�12� �� ►357-t`7l?1"� � �-rNas L,tsl� �aYt Ky kAysrsa (�i2�r, crucss a c5uC F'EUb(A3) . 1 Am sATI s pr eo 7H -AT- 7 fL- [A-,Ia r t s - nq-K- s" e ,-J) ` f -E Les ���� � s �� ►�, 74-1 s : I s Fl -m Au L—PTRVL su 65-n Tein otiv `Tf NV— TUU 112 * �UUK a?JPOEn,1�7-lUIv, 6Wn PnafcE• nss • g1.Wos-, N L L F cx Q E O U U .r L OI L T O. O t1 Job Truss Truss Type Qty Ply RUNGE-ENDEAVOR Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a M1120 185/148 TCDL 10.0 R9309201 RUNGE Al FINK 1 1 WB 0.03 Horz(TL) 0.00 16 n/a 1), 25=88(load case 6), 22=88(load case 7), 21=92(load case 1), 20=89(load case BCDL 8.0 Code UBC97/ANS195 (Matrix) (optional) TROJAN'TRUSS, ORLAND CA 95963 -2.0-0 _ 10-0-0 2-0-0 10.0-0 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Jun 04 11:20:56 2003 Page 1 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHOR�4 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS RECOD) REFERTO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTV AND RECOMMENDATION. 6.00 12 7 6 5 14 to 3 �t 2 20-" 10.0.0 2.0-0 Scale = 1:42.9 r--zao-o Z V--< 20-0-0 - N �1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a M1120 185/148 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.04 1-2 >678 Max Grav BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 n/a 1), 25=88(load case 6), 22=88(load case 7), 21=92(load case 1), 20=89(load case BCDL 8.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 103 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G OTHERS 2 X 4 HF Std 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) 2 = 236/20-0-0, 16 = 236/20-0-0, 24 = 89/20-0-0, 23 = 89/20-0-0, 29 = 98/20-0-0, 28 = 93/20-0-0, 27 = 89/20-0-0, 26 = 92/20-0-0, 25 = 87/20-0-01 22 = 87/20-0-0, 21 = 92/20-0-0, 20 = 89/20-0-0, 19 = 93/20-0-0, 18 = 98/20-0-0 Max Horz 2=-62(load case 3) Max Uplift 2=-160(load case 5), 16=-160(load case 5), 28=-67(load case 4), 27=-22(load case 4), 26=-34(load case 5), 25=-38(load case 5), 22=-38(load case 3), 21=-34(load case 5), 20=-22(load case 3), 19=-67(load case 3) Max Grav 2=236(load case 1), 16=236(load case 1), 24=89(load case 1), 23=89f1oad case 1) , 29=119(load case 2), 28=93(load case 6), 27=89(load case 1), 26=92(load case 1), 25=88(load case 6), 22=88(load case 7), 21=92(load case 1), 20=89(load case 1), 19=93(load case 7), 18=119(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=-52, 3-4=-29, 4-5=-27, 5-6=-27, 6-7=-27, 7-8=-26, 8-9=-27, 9-10=-27, 10-11 =-26, 11-12=-27, 12-13=-27, 13-14=-27, 14-15=-29, 15-16=-52, 16-17=45 BOT CHORD 2-29=11, 28-29=11, 27-28=11, 26-27=11, 25-26=11, 24-25=11, 23-24=11, 22-23=11, 21-22=11, 20-21=11, 19-20=11, 18-19=11, 16-18=11 WEBS 8-24=-66, 10-23=-66, 3-29=-89, 4-28=-65, 5-27=-70, 6-26=-70, 7-25=-67, 11-22=-67, 12-21 =-70, 13-20=-70, 14-19=-65, 15-18=-89 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. Y$ g C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O u ,0at D joint locations. �j9 O U U U 4. Unless otherwise noted, locate chord splices O at'/< panel length (± 6" from adjacent joint.) : For 4 x 2 orientation, locate ~ C8 C7 C6 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 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. 8 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 Ply RUNGE-ENDEAVOR Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of R9309201 RUNGE Al FINK 1 1 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- (optional) 2 TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MITek Industries, Inc. Wed Jun 04 11.20.56 2003 Page NOTES 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. - 8) A plate rating reduction of 20% has been applied for the green lumber members. - 9) One-RT7 USP connectors recommerided-to connect truss to bearing walls -clue-to .uplift -at jtls►_2,,16, 24,,23; 29, 28; 27, 26, 25, 22, 21, — ------------- 10) This truss has been designed with ANSIfTPI 1-1995 criteria. - -- - - - - LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of coniponent is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes.. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury • � 3j4' '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. �$ $ C2 C3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O U ,0at 3O joint locations. �,, AC6 U U Uat 4. Unless otherwise noted, locate chord splices O 1 4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate OC8 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. 4 4 The first dimension is the width 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 atM1 0 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. WIR183 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 Ply RUNGE ENDEAVOR BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G R9309200 RUNPE A FINK 8 1 h;,: 8•.103' LOADING (psf) SPACING 2-0-0 CSI (optional) I HUJAN I t7UJJ, UHLANU LLA `J0Ut)J -2-0-0 2-0-0 4.LV I an 1 5 %jta I / LVVL IVII I CK IIIUUSll lub, -6. vvUU oul I VY 1 I .cV.JY cvvV , ayc , 5.3.5 1 10-0-0 1 14-8-11 20.0.0 1 22-0-0 5.3.5 48-11 4-8-11 5.3.5 2-0-0 Scale = 1:42.9 4x4 = 4 30 = 30 = LUMBER 6 -IG -3 TOP CHORD 2 X 4 DF No.t&Btr-G 13-1-13 BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G 6-10-3 639 REACTIONS (Ib/size) 2=782/0-3-8, 6=782/0-3-8 h;,: 8•.103' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.05 8-9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.11 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 6 n/a BCDL 8.0 Code UBC97/ANS195 1st LC LL Min I/defl = 360 Weight: 87 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.t&Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD REACTIONS (Ib/size) 2=782/0-3-8, 6=782/0-3-8 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 2=-62(load case 3) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Uplift 2=-247(load case 5), 6=-247(load case 5) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY FORCES (lb) - First Load Case Only AND RECOMMENDATION. TOP CHORD 1-2=23; 2-3=-1050, 3-4=-915, 4-5=-915, 5-6=-1050, 6-7=23 BOT CHORD 2-9=931, 8-9=640, 6-8=931 WEBS 3-9=-213, 4-9=335, 4-8=335, 5-8=-213 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-13, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5);.One RTTUSP connectors-recommended-toconnect truss to -bearing walls due to uplift at-jt(s)-2 an -d-6.- 6) his nd-66►JThis truss has been designed with ANSI/TPI 1-1995 criteria. 4� LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE'S Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual J web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ROFESS/p1\ /'—n e'\"Y C 17180 `a � EXP. 06130/05 * CIVl1- �P _OFCA1.Wf .;0 June 4,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ' Damage or Personal Injury 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each p c, joint and embed fully. Avoid knots and wane 3 O O �, 3ZX1 at joint locations. U �e U 4. Unless otherwise noted, locate chord splices O at'/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ C8 C7 C6 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_TH_ E 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 1� M19 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 11144 1181 engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. RUNGE IG1 HOWE 21 Job 2-0-0 6-1-12 1 10-" 1310.4 20-" 2-" 6-1-12 310-4 310.4 6.1-12 4x6 11 4x12 3x12 II 1202 = 3x12 II 810083695 Scale = 1:43.1 N I� 0 LUMBER TOP CHORD 2 X 4 DF No.1&Btr G Special 2 X 8 OF SS G WEBS 2 X 4 DF Std G *Except* 4-8 2 X 4 OF No.1 &Btr-G 8.1-12 10-0-0 1310.4 1 204W 6-1-12 3104 310-4 X6.1-12 Plate Offsets .0-81, 1 ,0-1-81 LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 8.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.65 BC 0.70 WB 0.68 (Matrix) DEFL Vert(LL) VertITL) Horz(TL) in (loc) -0.12 8-9 -0.26 8-9 0.06 6 I/defl >999 >898 n/a L/d 360 180 n/a PLATES GRIP M1120 220/195 Weight: 233 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 8 OF SS G WEBS 2 X 4 DF Std G *Except* 4-8 2 X 4 OF No.1 &Btr-G REACTIONS (Ib/size) 2=5610/0-3-8, 6=7202/0-3-13 (input: 0-3-8) Max Horz 2=300(load case 13) Max Uplift2=-1112(load case 12), 6=-1477(load case 11) BRACING TOP CHORD Sheathed or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES IN - First Load Case Only TOP CHORD 1-2=52, 2-3=-1 1724, 3-4=-8632, 4-5=-8649, 5-6=-1 1876 BOT CHORD 2-10=10454,9-10=10454,8-9=10454,7-8=10621,6-7=10621 WEBS 3-9=3180, 4-8=7"7, 5-7=3325, 3-8=-3,459, 5-8=-3669 NOTES 1) 2 -ply truss to be connected together with 10d Common(. 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition enclosed building, of dimensions 45 ft by 24 ft with exposure C 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) WARNING: Required bearing sizeatjoint(s).6 greater -than input bearing size. 7► Three HCDP USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2.'� 8) Three RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 6. _ 9) This.truss has been designed for a total drag load of 1400 Ib. -Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0 for 1400.0 plf.- (10) Special hanger(s)'or other connection device(s) shall be provided sufficient to support concentrated load(s),2503 01b down at 6-0-0 on bottom chord. The design/selection of such special connection -ddee(v_iicce(s) is the responsibility of othe�s:w, IVA LOAD CASE(S) Standard • ' - �r� ..i��f O} 1 1) Regular: Lumber Increase = 1. 25, Plate Increase = 1. 25 ,o a Uniform Loads (plf) � le ,# Vert: 2-9=-16.0, 6-9=-662.0, 1-4=-52.0, 4-6=-52.0`1'k% 't September 8,2003 J%0 t Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property - Damage or Personal Injury • � 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 securely seat. owner and all other•interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. /g g cz cs L5 3. Place plates on each face of truss at each �> joint and embed fully. Avoid knots and wane W U �, 3VX 3 o at joint locations. U �y U 4. Unless otherwise noted, locate chord splices O a at '/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~I C7 C6 Q BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl 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 ri 12. Anchorage and / or load transferng 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. I 11144 a engineer. MiTek® VM SM 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 Ply RUNGE-ENDEAVOR R9309208 RUNGE G1 HOWE 1 2 (optional) I f1UJAN'1 r1UJJ, UMIANU %,A V07oJ r.4v1 ant a — I r -- m„o1 ,w. ..uv .,u„ -- , ---- . ,,y., NOTES 1 1)_Fill all nail holes where hanger is in contact with lumber. 12) ~Special hanger(s) or connection(s) required to support concentrated load(s) 2503.01b down and 539.Olb up at 6 0-0 on bottom chord. esign for unspecified connection(s) is delegated to the building designer. J4 A LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 2-9=-16.0, 6-9=-662.0, 1-4=-52.0, 4-6=-52.0 Concentrated Loads (lb) Vert: 9=-2503.0 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of cor6ponent is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 md!ae MITek Industries, Inc. ter• 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 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. 4 $ � C2 C3 J5 3. Place plates on each face of truss at each o C, 3 joint and embed fully. Avoid knots and wane 0 U �� 3 O at joint locations. U �y U U 4. Unless otherwise noted, locate chord splices O CL at'/< panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate C8 BOTTOM CHORDS Cs 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 THF I OWEST 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. I 11144 1181 engineer. aq MiTe 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 Ply RUNGE-ENDEAVOR 2 X 4 OF 2.0.0 2.0.0 REACTIONS LOADING (psf) R9309217 RUNGE Si JACK 8 1 I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 Slit s Oct 17 2002 MiTek ek industries, Inc. uvea Jun vw i r.z kva cvvo rage 2-0-0 TOP CHORD BRACING @ 24" 0.¢. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-D" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WiIERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND 1 EMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -31 BRACING WOOD TRUSSES COMMEQR 12 AND RECOMMENDATION. N 2 2X4 = 2-0-0 Scale= 1:10.9 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 OF 2.0.0 2.0.0 REACTIONS LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.05 1-2 >477 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) 3=-5/0-3-8, 2=227/0-3-8, 4=16/0-3-8 Max Horz 2=91(load case 5) Max Uplift 3=-5(load case 1), 2=-167(load case 5) Max Grav 3=44(load case 4), 2=227(load case 1), 4=35(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=-49 BOT CHORD 2-4=0 Sheathed or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 11 This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-13, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) One RT7 USP connectors recommended to connect truss to bearing walls -due to uplift at it(s)'4' 2, and 4. 5) .This truss has been designed with ANSIlTPL,1 ]'995_criteria. 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. g C2 C3 JS 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane U �� 3 3 3 O at joint locations. U �h U 4. Unless otherwise noted, locate chord splices CL at Y< panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 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 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. 11114 ;a IlE$1 engineer. d5l MiTek® 15. Care should be exercised in handling, ERE erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply RUNGE-ENDEAVOR in (loc) 1/defl PLATES GRIP TCLL R9309207 RUNGE EJ JACK 38 1 2-4 >999 M1120 220/195 TCDL 10.0 Lumber Increase (optional) TROJAN TRUSS, ORLAND CA 95963 4.ZU1 SRl s Uct if 2UU2 MiTeK industries, Inc. Wed Jun 04 i i:2I:OI 2003 rage i -2-0A I 6.0.0 2-0-0 6-0-0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBE IS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 6.00 r -12 – N q q� 2 o` 60-0 60.0 Scale = 1:21.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.05 2-4 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.09 2-4 >768 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) 3=127/0-3-8, 2=327/0-3-8, 4=46/0-3-8 Max Horz 2=159(load case 5) Max Uplift 3=-78(load case 3), 2=-142(load case 5) Max Grav 3=127(load case 1), 2=327(load case 1), 4=103(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=45 BOT CHORD 2-4=0 Sheathed or 6-0-0 oc purlins. 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 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-B, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 4, 2, and 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ ��$ ~ C2 C3 3 plates on h uss at each face of nots 0 olat annd embed fullce Avoid kand wane 1 Y•W OUO 3ZhJ at joint locations. = U 4. Unless otherwise noted, locate chord splices d at 'A anel len th + 6" from ad acent joint.OO P 9 (- 1 1 I For 4 x 2 orientation, locate Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8BOTTOM CHORDS ~5. 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 9. Lumber shall be of the species and size, and 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. 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. I III 4;a 413 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 Ply` RUNGE-ENDEAVOR R9309216 RUNGE MHG MONO CAL HIP 1 �.� (optional) I f1UJAIv I nuaa, Ur1LANU %-A DDDDJ •n cvi onr a vu ,. wvc rvn,cn .�,.... .. ,w. .. c.. .,..,, ..T . ,.�,...., �...,., ...y.. . -2-0-0 5-74 6�, ] 12-1-6 1 18.7-7 25.1-9 31-7-10 I 36-3-8 2.0.0 5.7-4 0-t5-�3 6.0.15 6.6.2 6-6-2 6-6.2 6.7-14 Scale = 1:69.9 5x7 i 6.00 r 12 3x4 = 5x5 - 3x4 = 3x5 — 4x7 = 3 16 5 6 17 7 8 9 4x5 = i F-UH24-6 LUH24-b t 198 EUH24-6 14 EUH24-6 13 19 12 3x4 = 3x4 - 5x7 = EUH24-6 3x5 = Special EUH24-6 EUH24-6 EUH24-6 EUH24-6 EUH24-6 EUH24-6 11 3x9 = 10 2x4 11 EUH24-6 EUH24-6 EUH24-6 EUH24-6 5-7-4 12-1.6 18.7-7 25.1-9 31-7-10 , 3838 5.7-0 6.6.2 6-6.2 6-62 6-6-2 67-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.46 13 >988 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.75 12-13 >606 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.14 10 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 347 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 4-5-2 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2 X 4 OF Std -G *Except* 5-15 2 X 4 OF No.1 &Btr-G, 6-14 2 X 4 OF No. t &Btr-G 7-13 2 X 4 OF No.1 &Btr-G, 8-12 2 X 4 OF No.1 &Btr-G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 9-11 2 X 4 OF No. t&Btr-G CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR REACTIONS (Ib/size) 10=2503/0-3-8, 2=2582/0-3-8 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REO -D) Max Horz 2=252(load case 4) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Uplift 10=-793(IOad case 4), 2=-869(load case 4) AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-5001, 3-4=-15, 3-16=-4516, 5-16=-4517, 5-6=-7761, 6-17=-8876, 7-17=-8876, 7-8=-8020, 8-9=-5098, 9-10=-2384 BOT CHORD 2-15=4397, 15-18=7761, 14-18=7761, 13-14=8885, 13-19=8020, 12-19=8020, 11-12=5098, 10-11 =175 WEBS 3-15=1547, 5-15=-3518, 5-14=682, 6-14=-1222, 6-13=-161, 7-13=928, 7-12=-1020, 8-12=3168, 8-11 =-1881, 9-11 =5337 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, �FESS/O, •'Y they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Af 3) Provide adequate drainage to prevent water ponding. '� �i• A rQ� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads �C per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. i1Pa r �O 2 rr 6) Two HCDP Hu` hes connectors recommended to connect truss to bearingwalls due to up I lift at 't(s)•10 and C z. ` l �` XP. 06/30/05 71 This truss has been designed with ANSI/TPI E -1-1995 criteria. � � x+ ,* � 8) Girder carries hip end with 6-0-0 end setback Atiny)9ON1fie ?erifj design parameters and READ NOTES ON THIS REVERSE SIDE BEFORE USE 1 � QFCA�.i��� V � Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent to be installed and loaded vertically. Applicability of design parameters and proper incorporation of /� ' `' uJune''4,2003 P Y PP Y 9 P P P P component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual�`�y,s ,^^ web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. i j, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- le 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes. PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury • 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 14 „♦ �$ $ C2 C3 JS 3. Place plates on each face of truss at each o c, 3 joint and embed fully. Avoid knots and wane 0 U �, 3 O at joint locations. " U 4. Unless otherwise noted, locate chord splices d O at 1A panel length + 6" from adjacent joint. P 9 (- 1 joint.) : For 4 x 2 orientation, locate ~ C8 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 LE I. 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 9. Lumber shall be of the species and size, and 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. 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 respo_ nsibility 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. I 11144 8 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 Ply RUNGE-ENDEAVOR R9309216 RUN(5E MHG MONO CAL HIP 1 2 parameters and SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Jun 04 11:21:09 2003 Page 2 NOTES; 9) 2ply, truss to be connected together with 10d Common(. 148"x3") Nails as follows: To6 �\ -01 hords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 8Mottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 10) Use Hughes EUH24-6 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-1-12 oc max. starting at 2-0-0 from the left end to 38-1-12 to connect truss(es) ??? 11 ply 2 X 4 DF) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) tSpecialzhanger(s) or connection(s) required to support concentrated load(s) 234.O1b down and 302.81b up at 5-4-11 on top chord. Design I -LZ 1 %_ for: unspecified connection(s) is delegated to the building designer. J l� aKil or connection(s) required at 6-0-0 from the left end to connect truss(es) ??? (1 ply 2 X 4 DF) to front face of bottom ph'Ord..besign of unspecified connection(s) is delegated to the building designer. -YU LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-3=-52.0, 3-4=-52.0, 3-16=-68.2, 9-16=-100.2, 2-10=-30.8 Concentrated Loads (lb) Vert: 3 =-234.0 A WARNING - Verify design READ NOTES ON THIS AND REVERSE parameters and SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of v component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. •. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- Mir" � 89 Bractng Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 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. �$ % -► C2 C3 J5 3. Place plates on each face of truss at each p c, 3 joint and embed fully. Avoid knots and wane 0 U �, 3 O at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices O a at V. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate �- O 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. proc lice 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. 4 4 The first dimension is the width 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. H4411AIN 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 Ply RUNGE-ENDEAVOR PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.88 R9309215 RUNGE MH MONO CAL HIP 2 1 Vert(TL) -0.78 12-13 >584 BCLL 0.0 Rep Stress Incr NO WB 0.51 (optional) I MUJAIV I nUJJ, Un LMIVU L,M Z;UZ;UJ N 0 -2-0-0 i 5.7-3 640-7 2-0.0 5.7-3 0-5.4 12-1-6 { 18.7-7 i 25-1-9 i 31-7-10 + 39-3-8 6-0-15 6.6-2 6-&2 6.6.2 6.7-14 Scale = 1:69.7 6.00 12 5x7 i 4 3x4 - 5x5 - 3x4 - 4x4 - 4x7 - 15 14 13 12 11 lu 3x4 - 3x4 - 5x7 - 4x4 - 3x9 - 2x5 II TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 5-7-3 12-1-6 I 18-7-7 25.1.9 _ 31-7-10 •'`38.3.8 5-7-3 6-&2 6-6-2 6.6.2 6.6.2 6.7-14 Plate Offsets MY): [2:0-3-11,0-1-81, [6:0-2-8,0-3-01, [13:0-3-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.44 13 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.78 12-13 >584 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.14 10 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 177 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 2-10-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2 X 4 DF Std -G *Except* WEBS 1 Row at midpt 5-15 5-15 2 X 4 OF No.1 &Btr-G, 6-14 2 X 4 DF No.1 &Btr-G 7-13 2 X 4 OF No.1 &Btr-G, 8-12 2 X 4 OF No.1 &Btr-G 9-11 2 X 4 OF No. 1&Btr-G REACTIONS (Ib/size) 10=1298/0-3-8, 2=1451/0-3-8 Max Horz 2 = 291(load case 4) Max Uplift 10=-309(load case 4), 2=-477(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-2615,3-4=-62, 3-16=-2337, 5-16=-2338, 5-6=-4020, 6-7=-4602, 7-8=-4160, 8-9=-2645, 9-10=-1236 BOT CHORD 2-15=2276, 14-15=4020, 13-14=4606, 12-13=4160, 11-12=2645, 10-11 =91 WEBS 3-15=799, 5-15=-1824,5-14=356, 6-14=-638, 6-13=-83,7-13=479, 7-12=-528, 8-12=1642, 8-11 =-975, 9-11 =2768 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. _ M 6) One RT7 USP'connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10 and-2.� 71-jhis truss has-been. designed with ANSI/TPI -1-1995- criteria. -- ''- -- - -- - - -- - • -' Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center Damage or Personal Injury 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 14 TOP CHORDS other. �$ % C2 C3 J5 3. Place plates on each face of truss at each p c, joint and embed fully. Avoid knots and wane O �, 3 3 3 O UU at joint locations. M: �,e U 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 BOTTOM CHORDS Ce 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 connoctor plates. ARM INn THF TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice Is to Camber foi deuU IuuU deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 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 BEARING stacks of construction materials. 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. A?::, 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 Ply RUNGE-ENDEAVOR DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 R9309211 RUNGE H1 CAL HIP 6 1 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.10 9 n/a Max Horz 1=-119(load case 3) (optional) I KUJAN I nUJJ, UnLANU VA JJJOJ 6-1-12 11-7-0 12.0.7 1911-12 26-3-0 26.8.4 32-1-12 1 38-3-8 40-3-8 6-1-12 5-5-8 0-5.3 7-1-5 7-1-5 0.5-0 5-5.8 6-1-12 2-0-0 Scale = 1:67.8 5x8 \\ a nn 1-1 —,> 3 16 5x8 1.5x4 11 7 5 115 Oxo = 15 14 13 12 11 1.5x4 II 3x4 = 5x8 = 3x4 - 1.5x4 II 6-1-12 11-7-4 19-1-12 264" 32-1-12 38-3.8N++ t/ 6-1-12 5-5-8 7-6-9 7.6-8 5-5-8 ` 6-�1-12) ` Plate Offsets MY): [1:0-1-5,0-0-2],[8:0-0-0,0-0-01, [9:0-1-5,0-0-2],[11:0-0-0,0-0-01, [13:0-4-0,0-3-01 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.13 13 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.28 13-14 >999 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.10 9 n/a Max Horz 1=-119(load case 3) BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 183 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 4-0-2 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G *Except* 3-13 2 X 4 DF No.1 &Btr-G, 6-13 2 X 4 OF No.1 &Btr-G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (Ib/size) 1 =1296/0-3-8, 9=1414/0-3-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 1=-119(load case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) Max Uplift 1=-293(load case 5), 9=-403(load case 5) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2504,2-3=-2095,3-4=-9, 3-16=-2204,5-16=-2211, 5-17=-2211, 6-17=-2204, 6-7=-9, 6-8=-2085, 8-9=-2468, 9-10=46 BOT CHORD 1-15=2164, 14-15=2164,13-14= 1817, 12-13=1811, 11-12=2128, 9-11 =2128 WEBS 2-15=107, 2-14=-396, 3-14=300, 3-13=495, 5-13=-490, 6-13=503, 6-12=287, 8-12=-362, 8-11 =89 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANS11TPI 1-1995 criteria. LOAD CASE(S) Standard - '* A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEF,`ORE USE c'' Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual d� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual '��}�► web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance � regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q pFESS/p C17180 �4�rr � * EXP. 06/30/05 CIViIL �P OFCAL�F��� June 4,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane 0 U �, 3 3 0 at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate ~1 C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl 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 cambcr 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 BRACING9667,9432A11. SBCCI 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. H4411AI engineer. Fl 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 Ply RUNGE-ENDEAVOR WEBS 2 X 4 DF Std -G *Except* WEBS 1 Row at midpt 3-11,5-11 1 65-0 665 1 62-6 R9309202 RUNGE B DBL. HOWE 1 1 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) (optional) InVJAIV InVJJ, VnLAIVV %,A UDUU-3 I—V I ten. a — . i - .n.,— .i.uuoaii , .ice. "IU 'U., vt . ,.cv..,, ­. ..ay„ . 4 m 0 0 4xo = 6-5-0 1 12-11-6 1 19-1.12 1 25-4-2 1 32.1-12 1 38-3-8 14 6-5-0 6-65 6.2.6 6-2-6 6-9-9 61-12 2-0-0 5x5 = Scale = 1:76.4 6.00 12 4 13 12 11' 10 9 YhJ 1.5x4 11 3x4 - 5x8 - 3x4 - 1.5x4 1 s'i0 TOP CHORD 2 X 4 OF No.1 &Btr-G 65-0 12-11-6 19-1-12 25-42 32-1-12 WEBS 2 X 4 DF Std -G *Except* WEBS 1 Row at midpt 3-11,5-11 1 65-0 665 1 62-6 1 1 62-6 69.9 1 t,x38-3-8 \61-12 !P r Plate Offsets (X,Y): [1:0-1-5,0-0-21, [2:0-2-8,0-3-01, [6:0-2-8,0-3-01, [7:0-1-5,0-0-21, [11:0-4-0,0-3-01 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.11 11-12 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.23 11-12 >999 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.10 7 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 193 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 4-0-2 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G *Except* WEBS 1 Row at midpt 3-11,5-11 4-11 2 X 4 OF No.1 &Btr-G, 3-11 2 X 4 OF No.1 &Btr-G 5-11 2 X 4 OF No.1 &Btr-G, 6-10 2 X 4 OF No.1 &Btr-G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (Ib/size) 1 =1289/0-3-8, 7=1407/0-3-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 1=-156(load case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Uplift 1=-27511oad case 51, 7=-38511oad case 5) AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2489, 2-3=-1989, 3-4=-1519, 4-5=-1520, 5-6=-1988, 6-7=-2470, 7-8=46 BOT CHORD 1-13=2152, 12-13=2149, 11-12=1711, 10-11 =1709, 9-10=2130, 7-9=2133 WEBS 2-13=125, 3-12=322, 4-11 =973, 5-10=304, 6-9=106, 2-12=-491, 3-11 =-604, 5-11 =-601, 6-10=-465 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C 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 Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. g C2 C3 J5 3. Place plates on each face of truss at each c, 3 joint joint and embed fully. Avoid knots and wane �, U 3 3 Q at locations. _ �' O U �h U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 C7 Ce 10 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 THF I nWFST .IOINT 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 atM1 ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I III 4;a 1 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 Ply RUNGE-ENDEAVOR . TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. R9309203 RUNGE 61 DBL. HOWE 3 1 5-12 2 X 4 OF No.1 &Btr-G, 4-12 2 X 4 DF No.1 &Btr-G 6-12 2 X 4 OF No.1 &Btr-G, 7-11 2 X 4 OF No.1 &Btu -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD (optional) Y.LVI Jlll J VVl ,♦ Lvvc ,�,,, c.n ,,�.,.a.v.,, ...v. ...... ...... ... ..��.�. ��_ . -2-0-0 6-5-0 12-11-6 19.1-12 25.4-2 32-1-12 38-3-8 4038 2-0-0 6-5-0 6-6-5 6-2.6 6.246 6-9-9 6.1-12 2-0-0 5x5 - Scale = 1:84.2 6.00 12 5 1.5x4 11 3x4 = 5x8 = 3x4 = 1.5x4 11 6-5-0 12-11-6 19-1-12 25-42 32-1-1; 6-5-0 6-6.5 6.2.6 6-2-6 6-9-9 I �04 0 LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 8.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.36 BC 0.20 WB 0.41 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.09 2-14 >894 Vert(TL) -0.07 2-14 > 999 Horz(TL) 0.01 10 n/a 1st LC LL Min 1/defl = 360 PLATES GRIP M1120 220/195 Weight: 196 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 OF Std -G -Except- WEBS 1 Row at midpt 6-12 5-12 2 X 4 OF No.1 &Btr-G, 4-12 2 X 4 DF No.1 &Btr-G 6-12 2 X 4 OF No.1 &Btr-G, 7-11 2 X 4 OF No.1 &Btu -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (lb/size) 14=1421/0-3-8, 10=1391/0-3-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 14=-110(load case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) Max Uplift 14=-581 (load case 5), 10=-560(load case 5) - REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=45, 2-3=733, 3-4=-478, 4-5=-507, 5-6=-508, 6-7=-515, 7-8=709, 8-9=45 BOT CHORD 2-14=-580,-13-14=-549, 12-13=357, 11-12=388, 10-11 =-529, 8-10=-561 WEBS 3-14=-1292, 4-13=-370, 5-12=68, 6-11 =-333, 7-10=-1266, 3-13=1017, 4.12=46, 6-12=1, 7-11=1013 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, thev are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 4. TOP CHORDS other. /$ C2 C3 J5 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane 0 �, O at joint locations. U 3 U �,e = " U 4. Unless otherwise noted, locate chord splices O at '/< panel length + 6" from adjacent joint.) P 9 (- 1 1 ) ' For 4 x 2 orientation, locate O ~ 0 Ce BOTTOM CHORDS ce 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 THF I OWEST 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. 4 4 The first dimension is the width 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 BRACING9667,9432A11. SBCCI 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. 815 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 Ply RUNGE-ENDEAVOR in floc) I/defl TCLL 16.0 R9309204 RUNGE B2 DBL. HOWE 2 1 >999 TCDL 10.0 Lumber Increase 1.25 BC 0.37 (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MITek Industries, Inc. Wed Jun 04 11:20:58 2003 Page 1 65-0 1 12-11.6 19-1-12 25.4-2 1 32-1-12 1 38.3.8 443-9 65-0 66.5 62-6 6.2-6 6.9-9 61-12 2.0.0 5x5 = Scale = 1:82.4 1" O 6.00 12 1.5x4 II 3x4 = 5x8 = 3x5 = 1.5x4 II 65-0 12-11.6 19-1-12 254-2 32-1-12 t.38.348 65-0 6-65 62-6 62-6 69-9 { 61-12 t r LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.07 7-9 >999 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.13 12-13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.04 9 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 2-12=-504, 3-11 =-609, PLATES M1120 Weight: 193 Ib (IC4 O GRIP 220/195 LUMBER building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 4-7-4 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 OF Std -G *Except* WEBS 1 Row at midpt 3-11 4-11 2 X 4 OF No.1 &Btr-G, 3-11 2 X 4 OF No.1 &Btr-G Plate Institute, 583 D'Onofrfo Drive, Madison, WI 53719 MiTek Industries, Inc. 5-11 2 X 4 DF No.1 &Btr-G, 6-10 2 X 4 OF No.1 &Btr-G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (Ib/size) 1 =1025/0-3-8, 9=1673/0-3-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 1=-156(load case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Uplift 1=-18511oad case 51, 9= 659(load case 5) AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1917, 2-3=-1409, 3-4=-934, 4-5=-935, 5-6=-844, 6-7=707, 7-8=45 BOT CHORD 1-13=1643, 12-13=1640, 11-12=1191, 10-11 =683, 9-10=-520, 7-9=-560 WEBS 2-13=127, 3-12=326, 4-11 =449, 5-10=-468, 6-9=-1547, 2-12=-504, 3-11 =-609, 5-11 =129, 6-10=1328 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5), One RTTUSP connectors Fecommended to connect truss to bearing v;alls due to uplift at it(s) 1: M-4, I'-`- t, J." + 6),Tviti HCDP Hughes'connectois recommended W6onnect truss to bearing walls due to uplift at it(s) 9. 7) This truss has-been designed with'ANSI/TPI'1-1995 criteria.., LOAD CASE(S) Standard A WARN/NC -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFO�RV US`E V;' IV 44 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrfo Drive, Madison, WI 53719 MiTek Industries, Inc. 10 OFESSIOA- '/ [ AA12\ `d' C 17180 �� a A EXP. 06/30/05 C1V1� �P ECA�iF��/ June 4,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury • � 3j4' *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. $ C2 C3 J5 3. Place plates on each face of truss at each p r c, 3 joint and embed fully. Avoid knots and wane O �, 0 3 at joint locations. �,g O U �y U 4. Unless otherwise noted, locate chord splices O a /d at panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 Cb BOTTOM CHORDS J. 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 cut iUui 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. 4 4 The first dimension is the width 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_ a Ell 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 8 engineer. Fl 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 Ply RUN GE -ENDEAVOR BOT CHORD LOADING (psf) SPACING 2-0-0 CSI R9309212 RUNGE H1C CAL HIP 2 1 16.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.12 17 (optional) TROJAN TRUSS, ORLAND CA 95963 q C 0 4.ZU1 SH1 s Uct 1 / 20U2 Mf Iek Industries, mc. wed .tun 04 1 i:Z i:vo cvva rage i 511-6 I 11-7-4 12f07 19-1-12 I 26-3.0 26,8-432-1-12 F 38-3-8 _ 40.3-8 511-6 57-14 0-53 7-1-5 7-1-5 0-5-4 55.8 61-12 2-" Scale = 1:77.0 1.5x4 II 1.5x4 I1 9 1.5x4 11 5x8 \\ 6 1.5x4 II 1.5x4 II 3x4 = 5x8 = 3x5 = 1.5x4 II 511.6 11-7-4 1 19.1-12 } 26-8-4 I 32-1-12 511-6 57-14 7.6.8 7-68 55.8 6-1;12 Plate Offsets MY): [1:0-2-11,0-1-81, [17:0-4-0,0-3-01 *BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 4-6-7 oc purlins. BOT CHORD LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.12 17 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TU -0.19 17-18 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.04 15 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 198 Ib LUMBER *BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 4-6-7 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std -G *Except* 3-17 2 X 4 DF No.1&Btr-G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 11-17 2 X 4 DF No. 1&Btr-G CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR REACTIONS (Ib/size) 11= 1057/0-3-8, 15=1721/0-3-8 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) Max Horz 1=-140(load case 3) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Uplift 1=-292(load case 5), 15=-816(load case 5) AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1991, 2-3=-1582, 3-4=35, 4-6=-47, 3-5=-1403, 5-20=-1413, 7-20=-1413, 7-21 =-1413, 8-21 =-1413, 8-11 =-1403, 9-10=-47, 10-11 =37, 11-12=-785, 12-13=725, 13-14=45 BOT CHORD 1-19=1708, 18-19=1708, 17-18=1366, 16-17=661, 15-16=-582, 13-15=-582 WEBS 2-19=109, 2-18=-385, 3-18=286, 3-17=60, 7-17=-500, 11-17=956, 11-16=-610, 12-16=1424, 12-15=-1604, 4-5=-183, 8-10=-187 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 QaOFESS/O `Y 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 ��� Ci• QN4� per Table No. 16-B, UBC -97. !�C 5) A plate rating reduction of,20%,has been,applied for the green lumber members. 6)-Ohe7RT7)USP connectors recommended to connect truss to bearing -walls due to uplift at jt(s),1. — R 7) Two_HCDP'Hughes connectors recommended to connect truss to bearing walls due_to uplift at,jt(s) 15:,.,. „R s A C 17180 7-3 3 ,,8) This truss has been designed with ANSI/TPI 1-1995 criteria. �' 6' �✓Q� 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. EXP. 06/30105 AD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 4' OF,CAC.�F� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 's:Juhe 4, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. MIT" Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane 0 V O at joint locations. U �,h = " U 4. Unless otherwise noted, locate chord splices O at '/< panel len th + 6" from adjacent joint.) P 9 (- 1 1 ) For 4 x 2 orientation, locate O ~ C8 C7 Cb � 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. proc:lice 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. 4 4 The first dimension is the width 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. 1 14l IM 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 Ply RUNGE ENDEAVOR LOADING (psf) SPACING 2-0-0 CSI DEFL R9309213 RUNGE H2 CAL HIP 2 1 Plates Increase 1.25 TC 0.45 Vert(LL) 0.46 13 >991 (optional) TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) ler-.r i.,., nn 9nn1 131„o 1 I t1UJAN I HUJJ, UNLArvU WA UU7 0,3 -2-0-0 57-4 6-0- 124-8 19-1-12 2511-0 32-3-1 32.8.4 38.3-8 2.0.0 57.4 0-53 64.1 6-9-4 59-4 64.1 0-53 57.4 Scale = 1:69.5 6.00 12 5x8 = 4 9 5x8 = 5x5 - 3x8 - 1.5x4 II 15 14 14 tc 1.5x4 11 3x12 - 5x7 - 3x12 - S74 12-4-8 19-1-12 2511-0 32-8-4 38-3.8, 5-7-0 594 6-9.4 6-94 594 '5-7-4 �. Plate Offsets MY): [2:0 -3-11,0-1-8],[5:0-2-8,0-3-0],[10:0-3-11,0-1-8],[13:0-3-8,0-3-41 BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 3-0-8 oc purlins. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.46 13 >991 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.80 12-13 > 573 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.15 10 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 171 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 3-0-8 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 2 X 4 OF Std -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD REACTIONS (Ib/size) 10=1336/0-3-8, 2=1454/0-3-8 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR 2=98(1 ad ca Max Horz 2=9811oad case 4) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REO -D) Max Uplift case 51, 2=-49911oad case 5) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-2617, 3-4=-55, 3-16=-4094,5-16=-4098, 5-6=-4094, 6-7=-4107, 7-17=-4111, 8-17=-4107, 8-9=-55, 8-10=-2656 BOT CHORD 2-15=2273, 14-15=2271, 13-14=4671, 12-13=4671, 11-12=2310, 10-11 =2313 WEBS 3-15=101, 3-14=1982, 5-14=-439, 6-14=-622, 6-13=109, 6-12=-608, 7-12=-436, 8-12=1953, 8-11 =118 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C 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 per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10 and - 7) „This uuss.has-been designed with ANSIlTPL1-1995 criteria. LOAD CASE(S) Standard ^ a r ,v - A WARN/NG - Verify design parameters and READNOTES ON THIS AND REVERSE SIDE BEFORE USE f Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual "�j R building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q�OFESS/\ '„t C• ANn� ic, C 17180 Z t* EXR W30105 C10- 0FCAl1FOR� Eey�'O June 4,2003 Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ C2 C3 J5 3. Place plates on each face of truss at each p C, joint and embed fully. Avoid knots and wane 0 U �, 3Z 3 O at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices O a O at'A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 BOTTOM CHORDS Cv plates 1/8" g " from outside edge Jl 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 pintes. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to comber 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 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 '��F6 which bearings (supports) occur. engineer. MiTek® V11.1N VN7NJ 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 Ply RUNGE-ENDEAVOR in POO 1/defl PLATES TCLL R9309214 RUNGE HG CAL HIP 1 0.47 13 >968 M1120 TCDL 10.0 Lumber Increase (optional) ,__ ,.,- ,.._ - , --, fAr17 D..,.w 1 I KVJAN I r1UDJ, URLANU 1.,A DD'OJ -2.0.0 5-7-4 8-0- 12-4-8 19.1-12 25-11-0 3231 32-8-0 38-3-8 2-0.0 5-7-4 0-53 6.41 . 6-9.4 6-94 6-0-1 0-5.3 5.7-4 Scale = 1:69.4 5x9 = 5x9 = 6.00 12 5x5 = 3x8 = 1.5x4 11 9 3 16 5 6 7 18 4x5 = — EUH24.6 5 EUH24-6 EUH24-6 EUH24-6 EUH24-6 198 14 13 12 EUH24-6 191 EUH24-6 1.5x4 II 3x12 = 5x7 = 3x12 = 1.5x4 II Special EUH24-6 EUH24-6 EUH24-6 EUH24-6 Special EUH24-6 EUH24-6 EUH24-6 EUH24-6 EUH24-6 574 12-48 19-1-12 1 2511-0 32-8.4 36-38.8\+ 574 6-9-4 6-9-4 6-9-4 6-9-4 57-0 J LOADING (psf) SPACING 2-0-0 CSI DEFL in POO 1/defl PLATES TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.47 13 >968 M1120 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TU -0.77 12-13 >594 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.15 10 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min.l/defl = 360 Weight: 329 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 OF Std -G BRACING TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. 4x5 = GRIP 220/195 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD REACTIONS (Ib/size) 10=2462/0-3-8, 2=2580/0-3-8 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Horz 2=108(load case 4) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Uplift 10=-766(load case 5), 2=-869(load case 5) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY FORCES (lb) - First Load Case Only AND RECOMMENDATION. TOP CHORD 1-2=46, 2-3=-5000, 3-4=-9, 3-16=-7910, 5-16=-7924,5-6=-7915, 6-7=-7928, 7-17=-7937, 8-17=-7923, 8-9=-9, 8-10=-5026 BOT CHORD 2-15=4394, 15-18=4390, 14-18=4390, 13-14=9015, 12-13=9015, 12-19=4430, 11-19=4430, 10-11 =4434 WEBS 3-15=195, 3-14=3832, 5-14=-855, 6-14=-1186, 6-13=209, 6-12=-1172,7-12=-852, 8-12=3803, 8-11 =212 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C 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 per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Two HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift l jt(s) 10 7).This truss has Tbeen desi ned with ANSI/TPI 1-1995 criteria. l 8) Girder carries hip end with 6-0-0 end setback �r" 9) 2 -ply truss to,be connected together with -10d Common(.148"x3) Nails as follows: (Top'chords connected as.follows. 2 X 4'- 1,row,at 0-9-0 oc`: Bottom chords connected as follows 2 X'41- 1 row of 0-9-0 oc �r t t q�rq Wehs rnnected las follows 2 X•4' 1 row at 0-9-0 oc - - - At. <S n Aing9VAW/Aq_ge $erify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual ,0 0FESSG\ HNA\� - C 17180 EXP.06f30/Q5 CNI� : � •-..t q , 211 A1.1F0 June 4,2003 web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 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. C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane u 3 3 O at joint locations. U �h U U 4. Unless otherwise noted, locate chord splices CL ~ CL at '/d panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. I C8 C7 C6 BOTTOM CHORDS 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 LEFI*. 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 9. Lumber shall be of the species and size, and 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. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,492 2 provided at spacing shown on design. LATERAL BRACING9667,9432A11. SBCCI 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. k 1114 4 IM 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 City Ply RUNGE-ENDEAVOR R9309214 RUNGE HG CAL HIP 1 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE , y (optional) I KUJAN 1 nuaa, UMLAIVU %,A VU0.3 1-1 „„ , ...... ..,,,,,,. ............ . ..... ..- ,..... _ . ..._ . ---- . -�- - NOTES 10) Use Hughes EUH24-6 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 2-0-0 from the left end to 36-3-8 to connect truss(es) ??? (1 ply 2 X 4 DF) to front face of bottom chord. 1�1) Fill all nail holes where hanger is in contact with lumber. / 12) •Special hanger(s) or connection(s) required to support concentrated load(s) 234.0Ib down and 302.81b up at 32-7-9, and 234.01b down 0, LA Zand 302.81b up at 5-7-15 on top chord. Design for unspecified connection(s) is delegated to the building designer. C�(J 13)Special hanger(s) or connection(s) required starting at 6-0-0 from the left end to 32-3-8 to connect truss(es) ??? 0 ply 2 X 4 DF) to front face of bottom chord. Design of unspecified connections is delegated to the building designer. f/') D z O LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-3=-52.0, 3-4=-52.0, 3-16=-68.2, 16-17=-100.2, 8-17=-68.2, 8-9=-52.0, 8-10=-52.0, 2-10=-30.8 Concentrated Loads (lb) Vert: 3=-234.0 8=-234.0 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 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. /$ C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane U: 3 O , 3 at joint locations. O U �,h = " U 4. Unless otherwise noted, locate chord splices 0 O at '/< panel length + 6" from adjacent joint. P 9 (- 1 joint.) For 4 x 2 orientation, locate ~ O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. Ca c7 ce BOTTOM CHORDS plates 1/8" from outside edge Jl 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. 4 4 The first dimension is the width 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. I Ta 11115, engineer. III 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 Ply /�� RUNGE-ENDEAVOR R9309209 RUNGE G2 HOWE 1 CSI DEFL _ (loc) I/defl PLATES GRIP TCLL (optional) rROJAN TRUSS, ORLAND CA 95963 4.101 5K1 s Oct 17 2002 MiTek ek Industries, Inc. Wed jun 04 1 I :L 1 :V3 LVVJ rage 1 3.7-1 1 6-" I 8.4-15 12-04 3-7-1 2415 2-4-15 3-7-1 4X4 = 4xt1 = 2x6 11 8x8 = 2x6 11 JUS28 JUS28 3.7-1 1 6-041 8.4.15 _ 4112Z) 3.7-1 2415 2-4-15 V3.7-1 rJ I� 0 Scale = 1:26.4 Plate Offsets MY): [1:0-4-0,0-1-151,[5:0-4-0,0-1-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.05 7 > 999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.09 7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.02 5 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 131 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 8 OF No.2-G WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 1 =4180/0-3-8, 5=4180/0-3-8 Max Horz 1=30(load case 4) Max Uplift 1=-761(load case 5), 5=-761(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-6533, 2-3=-4936, 3-4=-4936, 4-5=-6533 BOT CHORD 1-8=5843, 7-8=5843, 6-7=5843, 5-6=5843 WEBS 2-8=1549, 3-7=4145, 4-6=1549, 2-7=-1731, 4-7=-1731 BRACING TOP CHORD Sheathed or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C 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 per Table No. 16-13, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Two HCDP Hughes connectors recommended to connect truss to bearing walls due to,uplift at`jt(s),1-and'5. E6) This truss has been designed with ANSI/TPI 1-1995 criteria.: --'- -^ " 7) Girder carries tie-in span(s): 38-3-8 from 0-0-0 to 12-0-0 81.2 -ply truss.to be connected together.with'10d-Common(:1)48"x3"Nails as follows: q Top chords connected as follows:'2 X 4 "1-row"at m 0-9-0`oc{: Bottochords connected as follows 2 X 8;2 rows at 0-9.0 oc 1::9) r _._---^ ` Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. OV -f L8),Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc:max:� starting at 0-1-12 from the left end to 11-10-4 to connect truss(es) ??? 11 ply 2 X 4 DF) to front face of 7 bottom chord..* 10) Fill all nail holes where hanger is in contact with lumber. CAtinyy90R4PAVq 26tarfdaldsign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ;Q pFESS/p A C 17180 EXP. 08130/05 OFCAUF L June 4,2003 Symbols Numbering Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane W �, 3 0 O LNC6O at joint locations. �,g O U U 4. Unless otherwise noted, locate chord splices O a at V. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 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 TI IE 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 i ie ke L-N./N P44 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 Ply /J AVOR R9309209 RUNGE .' G2 HOWE 1 fr2 G , I' (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SH1 s Oct I i 2002 MIIek mausines, mc. vvev Jun vw i r:cr:vo cvva rage 4 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1-5=-662.0, 1-3=-52.0, 3-5=-52.0 94 0 A WARN/NG -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual @@@ web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wf 53719 MiTek Industries, Inc. 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. g C2 C3 J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane �� 3 3 0 U O at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices O at '/4 panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate � O C8 BOTTOM CHORDS Ce 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 conncctor 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 _ _75� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 11144 41 R engineer. MiTek® D 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 Ply RUNGE-ENDEAVOR LOADING (psf) SPACING R9309205 RUNGE C1 KINGPOST 1 1 TCLL 16.0 Plates Increase 1.25 TC 0.18 Vert(LL) (optional) TROJAN TRUSS, ORLAND CA 95963 6-0-0 4.201 SRI s Oct 17 2002 MiTek Industries, Inc. Wed Jun 04 11:20:59 2003 rage 1 2-0-0 6.0.0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL x4 - BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS R( 14'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND REC( MMENDATION. 1x4 II 5 6.00 12 1x4 II 4 a 3 Cn Cn 2 0 14-0-0 2-0-0 Scale = 1:29.9 R 110 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (Ib/size) 2=236/12-0-0, 10=236/12-0-0, 15=88/12-0-0, 14=88/12-0-0, 17=99/12-0-0, 16=89/12-0-0, 13=89/12-0-0, 12=99/12-0-0 Max Horz 2=-41(load case 3) Max Uplift 2=-172(load case 5), 10=-172(load case 5), 16=-73(load case 5), 13=-74(load case 3) Max Grav 2=2360oad case 1►, 10=236(load case 1), 15=88(load case 1), 14=88(load case 1), 17=120(load case 2), 16=91(load case 6), 13=91(load case 7), 12=120(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=45, 2-3=-52, 3-4=-29, 4-5=3, 5-6=-27, 6-7=-27, 7-8=-26, 8-9=-29, 9-10=-52, 10-11 =45 BOT CHORD 2-17=11, 16-17=11, 15-16=11, 14-15=11, 13-14=11, 12-13=11, 10-12=11 WEBS 5-15=-67, 7-14=-67, 3-17=-89, 4-16=-62, 8-13=-62, 9-12=-89 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating_ reduction of -20% has been -applied for.the green lumber members..------�— -r, 81 One`RT7 USP connecto s- recommended to connect truss to bearing walls due to uplift at jt(s) 2, 10, 15,'14 x..,.17, 16,.13, -and 12. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. WESESS/�\ _AD AI,\S C 17180 *\ EXP. 06/30/05 WARN/NC -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE; U5 it Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual ! ! web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719 MiTek Industries, Inc. CtVI�- �P F CAI -W-5 ne 4,2003 i 120 12.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a M1120 185/148 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.04 1-2 >677 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 53 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (Ib/size) 2=236/12-0-0, 10=236/12-0-0, 15=88/12-0-0, 14=88/12-0-0, 17=99/12-0-0, 16=89/12-0-0, 13=89/12-0-0, 12=99/12-0-0 Max Horz 2=-41(load case 3) Max Uplift 2=-172(load case 5), 10=-172(load case 5), 16=-73(load case 5), 13=-74(load case 3) Max Grav 2=2360oad case 1►, 10=236(load case 1), 15=88(load case 1), 14=88(load case 1), 17=120(load case 2), 16=91(load case 6), 13=91(load case 7), 12=120(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=45, 2-3=-52, 3-4=-29, 4-5=3, 5-6=-27, 6-7=-27, 7-8=-26, 8-9=-29, 9-10=-52, 10-11 =45 BOT CHORD 2-17=11, 16-17=11, 15-16=11, 14-15=11, 13-14=11, 12-13=11, 10-12=11 WEBS 5-15=-67, 7-14=-67, 3-17=-89, 4-16=-62, 8-13=-62, 9-12=-89 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating_ reduction of -20% has been -applied for.the green lumber members..------�— -r, 81 One`RT7 USP connecto s- recommended to connect truss to bearing walls due to uplift at jt(s) 2, 10, 15,'14 x..,.17, 16,.13, -and 12. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. WESESS/�\ _AD AI,\S C 17180 *\ EXP. 06/30/05 WARN/NC -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE; U5 it Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual ! ! web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719 MiTek Industries, Inc. CtVI�- �P F CAI -W-5 ne 4,2003 -Symbols Numbering System ® 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 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. /g �/8 -► ~ cz ca J5 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane 0 _ 3 O at joint locations. v+ U �h U 4. Unless otherwise noted, locate chord splices O CL at '/4 panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate C8 BOTTOM CHORDS Ce 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 9. Lumber shall be of the species and size, and 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. 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. RUNGE IDI I FINK -2-" 5-0-0 10-0-0 12-0-0 2-" 5-0-0 5-0-0 2-0-0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0. O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REOUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'DI REFER TO TPI PUBLIr AT,nki uta -or RRArmr; wenn TRUSSES COMMENTARY AND RECOMMENDP 3x4 = 1X4 II 5 1X4 II 810083696 Scale = 1:26.9 IN O LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (lb/size) 14=267/6-0-0, 13=363/6-0-0,15=162/6-0-0, 12=-14/6-0-0, 11=110/6-0-0 Max Horz 15=-36(load case 3) Max Upliftl4=-158lload case 5►, 13=-240(load case 5), 15=-110(1oad case 4), 12=-191 (load case 7), 11=-174(load case 6) Max Grav 14=267(load case 1), 13=363(load case 1), 15=280(load case 6), 12=179(1oad case 6), 11=344(1oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=478, 3-4=468, 4-5=362, 5-6=355, 6-7=484, 7-8=458, 8-9=466, 9-10=45 BOT CHORD 2-15=-401, 14-15=-401, 13-14=-401, 12-13=-401, 11-12=-401, 9-11=-401 WEBS 4-14=-275, 6-13=-328, 3-15=-103, 7-12=10, 8-11 =-86 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 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition enclosed building, of dimensions 45 ft by 24 ft with exposure C 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) One.RT,7,USP,connectors,recommended to connect truss to bearing walls due to uplift at jt(s) 15, 11, 14, 13, , 12, and `-8)"Non Standard bearing -condition. Review required. LOAD CASE(S) Standard j A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE'SIDFs BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of -- component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual = web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. oQVDFESS/ �2 C 9-19 C10- OF CAk: September 8,2003 2-0-0 8-0-0 Plate Offsets ge LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a 999 M1120 185/148 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.14 1 > 168 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 11 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (lb/size) 14=267/6-0-0, 13=363/6-0-0,15=162/6-0-0, 12=-14/6-0-0, 11=110/6-0-0 Max Horz 15=-36(load case 3) Max Upliftl4=-158lload case 5►, 13=-240(load case 5), 15=-110(1oad case 4), 12=-191 (load case 7), 11=-174(load case 6) Max Grav 14=267(load case 1), 13=363(load case 1), 15=280(load case 6), 12=179(1oad case 6), 11=344(1oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45, 2-3=478, 3-4=468, 4-5=362, 5-6=355, 6-7=484, 7-8=458, 8-9=466, 9-10=45 BOT CHORD 2-15=-401, 14-15=-401, 13-14=-401, 12-13=-401, 11-12=-401, 9-11=-401 WEBS 4-14=-275, 6-13=-328, 3-15=-103, 7-12=10, 8-11 =-86 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 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition enclosed building, of dimensions 45 ft by 24 ft with exposure C 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) One.RT,7,USP,connectors,recommended to connect truss to bearing walls due to uplift at jt(s) 15, 11, 14, 13, , 12, and `-8)"Non Standard bearing -condition. Review required. LOAD CASE(S) Standard j A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE'SIDFs BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of -- component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual = web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. oQVDFESS/ �2 C 9-19 C10- OF CAk: September 8,2003 -Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property " Damage or Personal Injury s/ 'Center plate on joint unless 4 q 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. ' g cz cs J5 3. Place plates on each face of truss at each c, joint and embed fully. Avoid knots and wane O 3 at joint locations. O U �,h U U 4. Unless otherwise noted, locate chord splices O0 at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content'of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl 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. _ .ARO IND 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 atMi ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.ins i i 4;a 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 Ply'► RUNGE-ENDEAVOR in (Ioc► I/defl PLATES GRIP TCLL R9309210 RUNGE G3 HOWE 1 / 2 4-5 >999 M1120 220/195 TCDL 1 Lumber Increase (optional) rROJAN•TRUSS, ORLAND CA 95963 4.201 ani s Oct I i 2002 Mitek Inausiries, mc. vvea Jun U% 1 1;4 !;V. cvvu rage N O N 5-0-0 I 10-0.0 5-0-0 5-0.0 4x5 I I Special 3x9 \\ 4x6 = 5-0.0 2.0.0 JUS28 N O Scale = 1:22.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc► I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.04 4-5 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.08 4-5 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 3 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 99 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 8 OF No.2-G WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 1 =3130/0-3-8, 3=3994/0-3-8 Max Horz 1=-25(1oad case 3) Max Uplift 1=-630(load case 5), 3=-761(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-6395, 2-3=-6182 BOT CHORD 1-5=5697, 4-5=4340, 3-4=5520 WEBS 2-5=3101, 2-4=2696 BRACING TOP CHORD Sheathed or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 C 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 per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for,the green lumber. members. 5) Two HCDP Hughes connectors recommended toconnect truss to bearing walls dud to uplift at jt(s),1 and 3. :V 6)—This truss has been"designed with7ANSI/TPI'1-1`995'criteria. ___- r 1)-2:01y Muss to—Te conn8cted together. with,tOd.Common(.148"x3") Nails as follows: [r_._Top chords connected as follows: 2 X 4 -a, row. at 0-9-0 oc.. _ -.yywK, Bottorn chords connected as'follows:,2 X'8`3 rows'at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 00. ' ' " _ . 9' 8) Use USP JUS28 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-10-4 from the left end to 9-10-4 to connect truss(es) ??? (1 ply 2 X 4 DF) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10)-Special.hanger(s) or connection(s) required to support concentrated load(s) 2580.Olb down and 555 61ti p . e f at 4-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer.` ,O�pFESSJO� C 17180 �� a * EXP.06i30/Q5 CIVIL 'nKh9P/R�e ?erlfy design parameters and READ NOTES ON THIS AND REVERSE S/DE'BEFORE. USE u OF A� W` Design valid for use only with MITak connectors. This design is based only upon parameters shown, and is for an individual June 4, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofAk p~' component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DS13- 89 Bractng Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss M1 Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. /$ g C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 U �, 3 3 3 O at joint locations. U �,h U U 4. Unless otherwise noted, locate chord splices O CL at '/< panel length (± 6" from adjacent joint.) : For 4 x 2 orientation, locate ~1 C8 C7 C6 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 fnr 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 9. Lumber shall be of the species and size, and 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. 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. I 4 t113 engineer. FI 1114 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 Ply RUNGE-ENDEAVOR R9309210 RUNGS G3 HOWE 1 . / (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Jun 04 11:21:03 2003 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-5=-16.0, 3-5=-662.0, 1-2=-52.0, 2-3=-52.0 Concentrated Loads (lb) Vert: 5=-2580.0 r � 4' � � li •ra_ :-,;• it /J A WARN/NC -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Braci ig Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wt 53719 MiTek Industries, Inc. Symbols Numbering System ® 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 securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /$ C2 C3 J5 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane U 3 O at joint locations. �+ U�y = " U 4. Unless otherwise noted, locate chord splices a O at '/< panel length + 6" from adjacent joint. P 9 (- 1 joint.) ' For 4 x 2 orientation, locate O ~ C8 C7 C6 � 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 9. Lumber shall be of the species and size, and 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. 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. MiTek� Re: RUNGE RUNGE-ENDEAVOR MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R9309200 thru R9309217 My license renewal date for the state of California is June 30,2005. 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-1995 Sec. 2. - �� _ ----� MAY 52003 �.- ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County'Center Drive • Oroville, California 95965 • Telephone (530) 536-7541 PERMIT NO 12/96) APPLICATION AND PERMIT EssORPARCELl4JMBER o&7 -186J _ ���/ Z°�'q-�` I BUILDING PERMIT ,IWNER , TEL�yNp E �. SO. FT. OCC. BUILDING VALUATION 'WW ERS MA4JN0 REST L127 1 NTRACTORS NAYS TELEPHONE - 21217 U NTRACTORS MARINO ADORES S V I 72 Go I NSTRUCTION LENDER LENDERS MARAJG ADDRESS Fire lace Total Valuatlon $ ) 2,31 a_ ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCWECT OR ENGINEERS MARNO ADDRESS Permit Fee b ^ C,0 ir., (0,4,Plan Checking Fee S BU6DWG ADDRESS <1 L (cull Energy Plan Checking Fee S � S TT��qp PERMIT FEE S r%/,3, `=" LoTjb� SUBDIVISION'S AME .. PARCEL MAP PLUMBING PERMIT Feng Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 (n Solar or heat pump water heater 23.00 SF ItY/Duplex ❑ Mobilehome ❑ Other Water piping 15.00 S `` Each gas water heater or vent 15.00 ° 1 / TYPE OF WORK Gas piping stem t - 5 outlets 15.00 New ICS- Addition ❑ Remodel ❑ Utilities ❑ Inewflation ❑ Other ❑ Building sewer 15.00 1,5. Describe Work: �j Is r Mobile Home I S I G I W @20.00 PERMIT FEE = G, ELECTRICAL PERMIT Fling Fee 20.00 I Main Service oDrvn on Lss 23.00 ` ) 3, Main Service 2ooA TO IOODA 46.00NEW 12?, ORR AODNS.T ( �A AGC. OLDS. . 3.5¢FT._9S NEW CONST NOES D. YULT1 OlrT1.Ei @7.50 POWER APPARATUS t SDIGLE OtfRET & Ex. Occup. OVTLET OR FWTVRES p a' 1.00 SAL O .50. Ex. Occu .FDD °A 5.00 OVnE�S ESID. EA. Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wiringt 23.00 SRA PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating , O L�� Cooling(� �= Hood 6.50 S v Ventilation -2- PERMIT FES S SS SO Mobile Home Installation Fee $ • Energy Inspection Fee4rw4A i(� �� CONST. TYPE TOTAL FEE S r : / // H&Z. D. FEES IMP FLOOD COF PARCEL. IV HD (SUE ✓✓✓ (((Uyy ✓✓✓ �� •,��� This permit is hereby issued under the applicable provisions � gteAe4w of the Butte County Code end/or Resolutions to do work jr indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �I 51-0� a� DNC. L- � O do ajN1� G p. t CD ao O d or- tN -o O cS Ow 7y W p 7-0 Y p. �i J , t 1 1 o' 1 � f' f , , 1■ o' 1■ 50' RADIUS ICUL-DE-SAC 20, 13 ,p RIVE \.,V^7 AND EQUIPMENT INCILMN ALL STRUMRES I OF EASEMENT OVERHANGS SHALL BE CLEAR V,, o FT. FROM THE SIDE AND BACK OF AN A S 0 pRrpE-,jTY LjNr- FT FROM THE BEAR. ROAD CENTERLINE SHALL 13 FROM THE CLEARkOFF, STRUCTURES AND - E0 UIpWENT EXCEPI Vk-14RA 2 FT. SAVE OvF-RHANG W ... ........ . I -27--P REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted approved with conditions DQfr attacb d eet. ......... Date Fri CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have'a horizontal inside radius of (" curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical . curves in roadways : exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Y 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all I" building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�Q 1. Gate entrances shall be at least two feet wider than '` the roadway it serves. N 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot 'turning- radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 41].property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. f... [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f=:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10t of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date ..Signature / Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius T1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3 k, -f3 4/ 26 AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [n 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane r provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See. Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction,' of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 f p3—!2 -4o AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 May 2, 2003 Teddy Runge 30 La Mirada Ave. Oroville, CA 95966 'S Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-130-141 Building Permit Number: 03-1260 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. 1. Please provide new truss engineering which allows for the additional loading of the fire sprinklers. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner 1 of 1 School District A.P. Number Property Owner Property Location/A( Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) (� /) e) rV,0 ifi1 1 tl Building Department No. R" - / 30 "/ S/ / Jurisdiction: V E61 City County 03 /_-K 6) Lot No. .................................................................................................................; Residential Development € Sq. Footage 1 No ofiving Mobile Home Addition/ `Supplemental to € (Group R) Units Installation Conversion Permit # `(No foundation inspection)! Commercial/Industrial New Addition Sq. Footage (Including Exterior Roofed Areas) Lf 0/ :3 Date moor rians reviewea oy acnow visinci rersonneq District Identification No. r �j' g j(• 8 g!!!, P 1, School District certifies that (Appaant) (Street Address) (Phone Number) QroJ: lle-- C' t� Ct S9 (n (o (City) (State) (Zip Code) 8 has complied with the requirements of Resolution No. O j --c) ;L --t 0 by payment of $ 3 6 �d representing �o q square feet. JPA113 2926 $ FULL MITIGATION $ Ell School District &+,30-03 41 Paid by -Check # Date Remarks: A w, -A- = — O 3 -c k 4i- 112-14 ( 1,( O (.Ck—T*10 -00(0 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ILII fel lid � I��I I II I IIII dill I Ili �i 2106eZ 10--3 1. 3.1 Recorded 1 REC FEE. - Official Records I COPIES County Of I BUTTE CANDACE J. GRUBBS I Recorder ROSENARY DICKSON I Assistant I Karen 01:01PeN 22 -May -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date MAY 21; 2003 PROPERTY OWNERS: HENR4 T. RUN , IV State of California County of Butte On May 21, 2003 before me, Michelle A. Miller, Notary Public personally appeared Henry T. Runge, IV personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS nd and ial se 1. Signature t �" Seal: MICHELLE A MILLER Commission 83514560 U Notary Public-Calitomia Butte coun A.P. # 069-130- ttyy i My Comm. Ex'. APFi. 1t, 200s 10.00 2.50 Preliminary Report Description Order No. BU -209010-3 MAM The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON' NOVEMBER 22, 2002, IN BOOK 155 OF MAPS, AT PAGE(S) 68 AND 69. RESERVING THEREFROM AN EASEMENT FOR ROAD AND PUBLIC SERVICE PURPOSES OVER THAT PORTION SHOWN ON THE PARCEL MAP DESCRIBED ABOVE. APN 068-130-105-000 (PORTION) PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC SERVICE PURPOSES OVER THAT PORTION SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 2002, IN.BOOK 155 OF MAPS, AT PAGE(S) 68 AND 69. Page 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75b,3—n3Z PERMIT NO. (Rev. 12/96) t APPLICATION AND PERMIT ?Q ASSE,cSp ,R�q�f{�MBEy 1 ZONING BUILDING PERMIT OWNTEDDY RUNGE 941-9881 TELEPHONE SO. FT. OCC. BUILDING VALUATION 4 O 4088.00 . OWNERS MAILING ADDRESS 69 DURE LANE OROVTTJE 95966 CONTRACTOR'S NAME GENE DII-L 534-9722 TELEPHONE CONTRACTORS MAIUNG ADDRESS PO BOX 5732 OROVITLE CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 4088.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDING ADDRESS 69 DUKE LANE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $138.80 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Y Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW DECK Gas i in stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 RUES "OOVMain Service 2OOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is inrce and effect. f O License Class Lic. No. 15-1 OWNER -BUILDER ECLAR TION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. '/"'1 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 6 ACC. S.3.5¢T, NEW CONST. MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR PICTURES SAL @':50 Ex. Occup. cP�E�°�A RM.) OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' comper sa ' n laws of California, and agree that rf I should become subject to the workers' o pensation provisions of section 3700 of the Labor Code, I shall forthwi mply with tho v' io X Date ��� (�1 0 2 Si ure plicant - ❑ 'Owner ❑ Contractor ❑ Agent An OS permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOT L FEE $ 138.80 HAZ. _ D PEES IMP PLo COP pgRC pp HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work been paid. indicaZ;=Dr�� By to J PERMIT EXPIRES ON V. fe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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: P�I�I`�( (lV n C� ASSESSOR PARCEL NUMBER Proposed Building Use J ww TpLock Counter Technician: Date: /oC' �l 67` Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 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 ❑ I 14. Hazardous Material Form I 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico g.Ofbville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 'O 20. Erosion Control Plan Required........................................................................ ........ '�Ii- 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ x' 24. Planning approval (A) Use: OI< (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. 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 .................... I............. ❑ 34. Manufactured home utility clearance............................................................... ❑ 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 o(t a above items an equl em is or obtaining a building permit. Applicant: Date: J2- 1. 2 -1. Indexpermit app or a above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of thea ve data y ❑ phone, ❑ mail, 13 counter, by Date: Plans reviewed by: _�� Date: - -D q Plans approved by: Y, _ Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division I" �.sa. use csu Piot Pian Attachod moon Plan Attschad Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 36 - W -I CLOner location AP# Plan Approved for: Sewage Disposai,N_ Water Supply: Public Private Well Clearance for dw Hold final for: Final clearance O.K. for: NOTE: 8/96 CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION P RMIT NO. 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-754 r$ Z 12/96) APPLICATION AND PERMIT �� � � zDw"G��_ 1 BUILDINGPERIVIIT ESSORPARCELNUMSER I Terry,",o"a ,,, SQ. FT. OCC. BUILDING VALUATION -TMEAS MAIUNG ADDRESS Fireplace I Total Valuation $ MECHANICAL PERMIT AA w ARCNnECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee lit) ARCNrtEa OR ENGWEERS MMUNG ADDRESS Plan Checking Fee $ PERMIT FEt BURDINGADDRESS e n� Energy Plan Checking Fee $ G—.— 1—,4inn Foo $ / PERMIT FEE S LOT NO. ,�7 L� r sueonnslo�sn (S� - b l'f� t� PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE 5'-0I A L' SF ❑ Duplex C3Mobilehome 13 Other Other SPEan15.00 Solar or heat pump water heater 23.00 piping 15.00 Each gas water heater or vent TYPE OF WORK New ❑ Addition ❑ Remodel E3Utilities ❑ Installation 13Other ❑ Describe Work: r Gas piping system 1 - 5 outlets 15.00 Building sewer ding sewer Mobile Home S G W @20.00 PERMIT FEE S / n� �T' ELECTRICAL PERMIT Fling Fee 20.00 Main Service "D oa ue�ss Main Service To 23.00 46.00 /� �.) a / 0 �• 6 \" \ e .PERMIT FEE PAID $ /•�8'. $ SRA $ CCU000A NEW DDNSRS. DWEl1NG oCCUP. WE OR ADDNS. i ACC. BIDS. 3.5057. NEW CONST. MUUI.OUnFT NON�iESID. C IRCIM @7,50 POWER APPAAATVS 6 SOVGLE OUTLET CI0. Ex. Occup. OUnET OR FvTuREs B LFDW 1,5p Ex. Occup.�APRESIDPLNS. °� 5.00 Temporary Service 23.00 Moble Home Facilfies 20.00 KA.— MA— 23.00 SHERIFF OTHER $ $ P $ AMOUNT RECEIVED $ /8 T $� �DATE RECEIVED � e��3`ly�t<v C� 3gss PERMIT FEE S MECHANICAL PERMIT Firing Fee 20.00 Heating Heating Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ G—.— 1—,4inn Foo $ / '®® • This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By --.�.--- -•• Date 0 Building Permit Number: 0 3- 3R 4 2 Owner Name: kuqte� 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, I 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. 6k Page 2of 2 Building Permit Number: o - 30,2 - Owner Name: KWII,� / in Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. MThe following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 10 feet from the side and 10 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. f i V, Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 6' TYP4•x U' 16 PLYWOOD CC EXT, '" ' I A • . r : FRM • � �• - � ct • 2' x 12" STAIR STRIlJGEIZ. 48'a.o. MAX. 11"'A12' PIES ?DP VIEW (on F HAI,IDQRIL NOT SNOUIN •FDR CLARITY. q'xfc Do2` 2"xW DECKING IALT) 3/g 6OLT' Spacec4 so-Fhafa,-i— GIRDERS t; 14'(Sphere- Cc�nn� � - 1 Va• TAG PLYWOOD CC EXT. - _ 2"x4• rat/YJ +h ro u J ♦ �1 MOBILE ROME a OR DECK , m MTL. FRMIJ I MAX. CLIP (EA. DE q"MIN. �y T14V 4'x4` POST ss°` ,x12' a0 21k4" PRESSURE r ..-- UARD IL cc S/{- 2DF. a • T rAT£6l (2)oR e, cu So � e nrot %°�� e�Nl� IN. 9QLl'S RFOWOODPIATE c-' 'c''• DECKING' O DER W PRECAST 4x9" POST 10-30-03 4 . ER ADE'4U4TE DIAGONAL .: > t3RRCING.TYPICAL RE-91 DEA/T//II_ �T��°-s ANn/,� pick • • b" " ' , ' `'' BOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • •,7 County Center Drive — oroviiie. California gms r � (duN, F'OOTING Telephone: _ _ . 4 .504 oa RADIUS CUL -i -DE -b -SAC eLF-CTRICAL, MECHANICA f AND PLUmBING OT j LAN CHECKED 00,NISTRUCTION ( N 4PT EDITK)N SHALLCOMpLy WITH MRRE4 OF: N%F AND UM, _C, UMC 20 El Iwo DKIVE sz?A LIE - uk-e 400 AP -)q.') ­ec 20 L4 Z­ (-A�' CA. ISE �T I 2�- [PLANNING DIVISION -,BUILDING PLAN APPROVALl Use: 0 K 'Date: Parking:_ Landscaping: Othe7r— Si Signature: a. Signatur 4 ? Z- f"� fro P., N aftdch3d o t I i re m s nt S- 00 qul WING UUP EPARTA4Ej�;,. - to P 0 w. ..... All i, gj .,Nhlj .4� . . . . . . . . . . 11.1,41i't r 'IM I" JI IN iy MA W, qz R.:. r. a, ES I DENC, E Cl WD Ym .. _ 6 Dc X Lj� �p 6040 XO— �_ _ 0 4X112 HEADE -- — — — X12 HEADTR ;I� N COVERED 2468 CONCRETE o DINING ROOM 0 X_ 2868 2868 2868 FR DR PROPANE FR DR g 3050 SH STOVE 3050 S MASTER BEDROOM 'i' Q ISLAND o. 03'-0" 2'-10 -5" 2'-10" 20'-10 KITCHEN in J—h o r ARCHED nvaa GREATROOM - a MSTR BATH 2468 APPROVEt) f3utte coup = o �8 en Health vlron► I o r- , r ,�BATH #2 0 2668 2668 m ure cn 0- _ gLLJ m TUBo—�-� W.I.C. I 7'-0" 7'-7" t'-5" XQ W o N t7- Q I LINEN W.I.C. SE LC WH r 2868 2668 2668 2668 VTQ 6" 3'_7" II Ash ENTRY _11„ .. �} — -- --I UTILITY 668 BY PASS 2068 > II DRYERi 3068 w 18" PLATFORM I S.C. — — -i 2868 iv ELLIPSE a z ABOVEc Itl BEDROOM #3 1 36" 1 TEMP TEM F c LANDING BEDROOM #2 r a 0 COVERED a O 5/8" TYPE 'X' GYP. BD. �t FLOOR TO ROOF SHEATHING Hp. X12 HEAVE ' + — — — — 604 6010 ELLIPSE X I - MA GARAGE 2 6010 ELLIPSE 0 0 X x a o Lo Lo N I 0 16'X8' GARAGE DOOR 3-1/8"02" GLU LAM 24F V-4 '-0" 16'-0" 2'-0"-