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Home My WebLink Abouttruss stamp 2To Whom It May Concern: The attached truss design drawings referenced below have been prepared by me or under my direct supervision based on the design parameters provided by Midwest Manufacturing and are assumed to be in accordance with the appropriate building code. Any changes to these parameters and/or information provided on the original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included in this package and covered by this seal. Job Name: RES STOCKENDS STOCK ENDS - 1088289 C1 1120 Please refer to individual truss designs for specific loading and design criteria. Arturo A. Hernandez (IN, PE-10606011) My license renewal date for the state of IN is 07/31/2018 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use of each truss listed above. 12300 Ford Rd, Suite 1 10 Dallas, Texas 75234 eaglemetal.com 04/24/18 Nick Mishler DESIGN LIMITATIONS 3. The Truss Design Drawing is based upon speciﬁcations provided by the Building Designer in accordance with ANS1/TPl1. Neither the Truss Designer, Eagle, nor an engineer who seals this design (if any) assumes any responsibility for the adequacy or accuracy of speciﬁcations provided by the Building Designer. 4. The Building Designer is solely responsible for the suitability based upon the Truss Design Drawing and shall be responsible for reviewing and verifying that the information shown is in general conformance with the design of the Building. 5. Each Truss Design Drawing is for the individual building component (a truss). A seal on the Truss Design Drawing indicates acceptance of professional engineering responsibility solely for the individual truss. 6. Each Truss Design Drawing assumes trusses will be suitably protected from the environment. HANDLING, INSTALLING, & BRACING 7. Refer to BCSI for handling, installing, restraining and bracing trusses. Copies can be obtained from the Truss Plate Institute (TPI), 218 N Lee Street, Suite 312, Alexandria, VA 22314, www.tpinst.org or SBCA, 6300 Enterprise Lane, Madison, WI 53719, www.sbcindustry.com. 8. Bracing shown on each Truss Design Drawing is for lateral support of individual truss components only to reduce buckling lengths. All temporary and permanent bracing, including lateral load and diagonal or cross bracing, are the responsibility, respectively, of the erector and Building Designer. 9. Eagle is not responsible for improper truss fabrication, handling, erection or bracing. 10. Compression chords shall be laterally braced by the roof or ﬂoor sheathing, directly attached, or have purlins provided at spacing shown, unless noted otherwise. 1. The Truss Design Drawing(s) provided with these General Notes have been prepared under and are subject to ANSI/TPI1. Capitalized terms have the meanings provided in ANSI/TPI1. 2. Copies of each Truss Design Drawing shall be furnished to the installation contractor, Building Designer, Owner and all persons fabricating, handling, installing, bracing, or erecting the trusses. MATERIALS & FABRICATION 16. Lumber moisture content shall be 19% or less at the time of fabrication unless noted otherwise. 17. Lumber used shall be of the species and size, and in all respects, equal to or better than that speciﬁed. 18. Unless expressly noted, the truss designs are not applicable for use with ﬁre retardant or preservative treated lumber. 19. Plates shall be applied on both faces of truss at each joint and embedded fully. Knots and wane at joint locations shall be regulated in accordance with ANSl/TPl1. 20. For a speciﬁed plate gauge and grade, the speciﬁed size is a minimum. 21. Connections not shown are the responsibility of others. 22. Adequate support shall be provided to resist gravity, lateral, uplift loads. 23. For 4X2 truss orientation, locate plates 0 - 1/16” from outside the edge of the truss. 24. Fabrication of truss shall be in accordance with ANSI/TPI1. OTHER NOTES 25. Camber is a non-structural consideration and is the responsibility of truss fabricator. 26. Do not cut or alter any truss member or plate without prior Midwest Manufacturing 5311 Kane Road Eau Claire, WI 54703 Truss: C11120 JobName:RES STOCK ENDS Date: 04/13/18 13:25:32 Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 20-0-0 4 /12 1 2-0-0 2-0-0 0-0-0 0-0-0 1 24 in 66 lbs ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED. TrueBuild® Truss Software v5.6.280 Eagle Metal Products 24-0-0 2-0-0 10-0-0 2-0-0 10-0-0 10-0-0 20-0-0 0-0-0 20-0-0 20-0-0 0-0-0 4-3-11 3-7-15 0-3-15 4 12 12 4 17 1 3x4 - 2 1x4 | 3 1x4 | 4 1x4 | 5 4x4 - 6 1x4 | 7 1x4 | 8 1x4 | 9 3x4 - 18 10 1x4 | 11 1x4 | 12 1x4 | 13 5x6 - 14 1x4 | 15 1x4 | 16 1x4 | All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) TCLL : 42 TCDL : 10 BCLL : 0 BCDL : 10 General Bldg Code : IRC 2012/ TPI 1-2007 Rep Mbr Increase :No Lumber D.O.L. : 115 % CSI TC : 0.77 (9-18) BC : 0.10 (10-11) Web : 0.08 (8-10) Deflection L/ (loc) Allowed Vert TL: 0.01 in L / 999 (9-10) L / 180 Vert LL: 0 in L / 999 10 L / 240 Horz TL: 0 in Reaction Brg Combo Brg Width Max React Ave React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 1 · 559 lbs 170 plf -34 lbs -10 lbs -154 lbs -154 lbs 109 lbs Material Bracing TC: SPF #2 2 x 4 TC: Sheathed or Purlins at 6-3-0, Purlin design by Others. BC: SPF #2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others. Web:SPF Stud 2 x 4 Loads 1) This truss has been designed for the effects of balanced (41.6 psf) and unbalanced sloped roof snow loads in accordance with ASCE7 - 10 with the following user defined input: 60 psf GSL, Terrain B, Exposure (Ce = 0.9), Risk Category II (I = 1.00), Thermal (Ct = 1.10), DOL = 1.15. Ventilated. If the roof configuration differs from hip/gable, Building Designer shall verify snow loads. 2) This truss has been designed to account for the effects of ice dams forming at the eaves. 3) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 10 with the following user defined input: 115 mph (Factored), Exposure B, Enclosed, Gable/Hip, Risk Category II, Overall Bldg Dims 25 ft x 60 ft, h = 15 ft, End Zone Truss, Both end webs considered. DOL = 1.60 Member Forces Table indicates: Member ID, max CSI, max axial force, (max compr. force if different from max axial force). Only forces greater than 300lbs are shown in this table. TC BC Web 2-16 0.077 -345 lbs 8-10 0.077 -345 lbs JSI 1 = 0.48, 2 = 0.76, 3 = 0.55, 4 = 0.55, 5 = 0.47, 6 = 0.55, 7 = 0.55, 8 = 0.76, 9 = 0.48, 10 = 0.79, 11 = 0.57, 12 = 0.57, 13 = 0.19, 14 = 0.57, 15 = 0.57, and 16 = 0.79 Notes 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) Gable requires continuous bottom chord bearing. 3) Gable webs placed at 24 " OC, U.N.O. 4) Attach gable webs with 1x4 20ga plates, U.N.O. 5) Bracing shown is for in-plane requirements. For out-of-plane requirements, refer to BCSI-B3 published by the SBCA. 6) The fabrication tolerance for this roof truss is 10 % (Cq = 0.90). 7) A creep factor of 1.00 has been applied for this truss analysis. 8) Due to negative reactions in gravity load cases, special connections to the bearing surface at joints 10, 16 may need to be considered. 9) Listed wind uplift reactions based on MWFRS & C&C loading. 1088289 0001/0001 04/24/18 Nick Mishler approval from a professional engineer. 27. Lumber design values are in accordance with ANSI/TPI; lumber design values are by others. 28. Install speciﬁed hangers per manufacturer recommendations. DESIGN NOTES SYMBOLS REFERENCES LATERAL BRACING When this symbol shown, continuous lateral bracing is required on the web of the truss. BEARING Indicates location where bearings (supports) occur. PLATE LOCATION & ORIENTATION The plate shall be centered on joint and/or placed in accordance with the design drawing/QC full scale details. •ANSI/TPI1: National Design Standard for Metal Plate Connected Wood Trusses •BCSI: Building Component & Safety Information - Guide to Good Practice for Handling, Installing, Restraining, & Bracing of Metal Plate Connected Wood Trusses. •NDS: National Design Speciﬁcation for Wood Construction •ESR: 1082 published by the International Code Council. www.icc-es.org PLATE SIZE 3X4 - The ﬁrst dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. -, /, I, Indicates required direction of slots; Reference “Joint Details” for more information. 20 Ga Gr40 connectors required 3X10-20HS - 20 Ga Gr60 connectors required 8X10-18HS - 18 Ga Gr60 connectors required 11. Bottom chord required bracing shall be at 1Oft spacing or less, if no structural rated ceiling is installed, unless noted otherwise. 12. Strongbacking shall be installed on all parallel chord trusses, including ﬂooring systems, to limit deﬂection and reduce vibration. Refer to BCSI-B7. 13. Never exceed the design loading shown and never stack building or other materials on inadequately braced truss; refer to BCSI. 14. Concentration of construction loads greater than the design loads shall not be applied to the trusses at any time; refer to BCSI. 15. Trusses shall be handled with care prior to erection to avoid damage. Refer to BCSI for recommended truss handling and erection. WARNING: Failure to follow may result in property damage or personal injury. 04/24/18