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Home My WebLink AboutI30803054.7_Hamlet_FloorRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I30803054 thru I30803065 My license renewal date for the state of Indiana is July 31, 2018. 7_Hamlet_Floor Truss Engineer’s responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: McKenzie 7 Hamlet 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 18,2017 Job 7_HAMLET_FLOOR Truss F01 Truss Type Floor Qty 5 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803054 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:38 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-KDP0oGzTVyZONZqVnGeVA04onRCUKUtYb9bvvgymusJ Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 2x4 3x6 2x4 2x4 3x6 2x4 4x6 4x6 4x6 4x6 2x4 3x4 3x4 2x4 3x4 3x6 2x4 3x4 2x4 2x4 16-0-0 16-0-0 1-6-0 1-4-8 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC Job 7_HAMLET_FLOOR Truss F02 Truss Type Floor Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803055 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:39 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-oPzO?c_5GFhF_iPiL_9kiDdz2rYP3x2iqpKTS6ymusI Scale = 1:27.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 2x4 3x6 2x4 2x4 3x4 4x6 4x6 4x6 4x6 2x4 3x4 3x4 2x4 3x4 3x6 2x4 3x4 2x4 2x4 16-0-0 16-0-0 1-6-0 1-6-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [19:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB Job 7_HAMLET_FLOOR Truss F03 Truss Type FLOOR Qty 10 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803056 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:40 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-GcXmCy?j1Zp6cs_uuhgzFR93iFqFoIjr3T40_YymusH Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 25 26 27 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 45 46 3x6 FP 2x4 4x6 2x4 2x4 2x4 3x6 FP 4x8 3x4 4x6 4x6 4x6 2x4 4x6 2x4 4x8 4x6 4x6 4x6 2x4 4x6 2x4 2x4 4x6 4x6 5x6 4x8 2x4 4x6 2x4 5x8 4x6 4x6 2x4 4x6 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 3x6 FP 3x6 FP 15-9-4 15-9-4 37-8-8 21-11-4 1-6-0 1-3-4 1-2-4 0-1-8 0-1-8 Job 7_HAMLET_FLOOR Truss F05 Truss Type Floor Qty 2 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803057 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:41 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-lo48QI0MotxzE0Z4SPCCneiHoeHEXon_I7pZW_ymusG Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 43 44 2x4 4x6 2x4 2x4 2x4 3x6 FP 4x8 3x4 4x8 3x4 4x6 4x6 4x6 3x6 FP 2x4 4x6 2x4 4x6 4x6 2x4 2x4 4x6 2x4 4x6 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 4x8 4x6 4x6 2x4 4x6 2x4 4x6 4x6 4x6 2x4 2x4 3x6 FP 3x6 FP 11-9-12 11-9-12 15-9-4 3-11-8 Job 7_HAMLET_FLOOR Truss F07 Truss Type Floor Qty 4 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803058 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:42 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-D_eXde0_ZA3qrA8G06jRKsFS72cSGFb8WnZ72RymusF Scale: 1/4"=1’ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 34 33 32 31 30 29 28 27 26 25 24 23 22 21 35 3x6 FP 2x4 4x6 2x4 4x6 3x6 FP 2x4 4x8 4x6 4x6 3x4 4x6 2x4 4x6 2x4 4x6 4x6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 4x6 4x6 2x4 2x4 11-8-12 11-8-12 28-1-12 16-5-0 1-6-0 1-10-4 1-5-0 0-6-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [20:0-1-8,Edge], [21:Edge,0-1-8], [24:0-1-8,0-0-0], [25:0-1-8,Edge], [31:0-1-8,0-0-0], [32:0-1-8 ,Edge], [35:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL Job 7_HAMLET_FLOOR Truss F08 Truss Type Floor Qty 2 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803059 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:43 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-hACvrz1cKUBhTKjTapEgt3nbuSpu?htHlRIgbtymusE Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 27 3x6 FP 2x4 2x4 2x4 3x6 FP 4x6 5x6 4x6 5x6 5x8 5x8 2x4 4x6 4x6 2x4 4x6 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 4x6 2x4 2x4 22-2-0 22-2-0 1-6-0 1-5-0 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-8,Edge], [16:0-1-8,Edge], [17:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 Job 7_HAMLET_FLOOR Truss FE01 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803060 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:43 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-hACvrz1cKUBhTKjTapEgt3nkFS2w?pWHlRIgbtymusE Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [13:0-1-8,Edge], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 Job 7_HAMLET_FLOOR Truss FE02 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803061 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvrsO9kGlR_52D7JymusD Scale: 1/4"=1’ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 47 48 3x4 3x6 FP 3x4 3x6 FP 28-1-12 28-1-12 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [23:0-1-8,Edge], [47:0-1-8,0-1-0], [48:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a Job 7_HAMLET_FLOOR Truss FE03 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803062 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvysOAkGlR_52D7JymusD Scale = 1:17.1 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-0 6-8-0 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.01 Job 7_HAMLET_FLOOR Truss FE04 Truss Type Floor Supported Gable Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803063 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:44 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-9NmH2J2E4oJY5UIf7XlvPHKvwsO9kGlR_52D7JymusD Scale = 1:17.1 1 2 3 4 5 10 9 8 7 6 11 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-1-8 5-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [11:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 Job 7_HAMLET_FLOOR Truss FG01 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803064 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:45 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-dZKfGf3sr5RPidtrhEG8yUtsoGWSTUgaClnnfmymusC Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 25 26 27 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 45 46 3x6 FP 2x4 5x12 2x4 2x4 2x4 3x6 FP 5x8 3x4 6x8 6x8 6x8 2x4 4x6 2x4 6x10 6x8 5x8 6x6 2x4 5x6 2x4 2x4 4x6 5x6 6x8 5x8 2x4 4x6 2x4 6x10 5x6 4x6 2x4 4x6 2x4 5x8 5x6 5x6 4x6 2x4 4x6 2x4 2x4 3x6 FP 3x6 FP 15-9-4 15-9-4 37-8-8 21-11-4 1-6-0 1-3-4 1-2-4 0-1-8 0-1-8 Job 7_HAMLET_FLOOR Truss FG02 Truss Type Floor Girder Qty 1 Ply 1 McKenzie 7 Hamlet Job Reference (optional) I30803065 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Aug 17 15:47:46 2017 Page 1 ID:V39beiQ9fCaZ6TFGKKikwpznZ0d-5lu1T?3UcPZGKnS2FynNUiP4pfuRC_vkRPXKBCymusB Scale = 1:18.9 1 2 3 4 5 6 7 12 11 10 9 8 6x8 6x8 3x6 8x8 6x8 3x6 5x8 6x10 3x6 3x6 3x6 3x6 9-11-0 9-11-0 1-6-0 1-6-8 2-0-0 0-1-8 2-0-0 Plate Offsets (X,Y)-- [10:0-3-0,Edge], [11:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.79 0.81 DEFL. Vert(LL) Vert(TL) edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ' 2012 MiTekﬁ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Horz(TL) in -0.09 -0.14 0.01 (loc) 9-10 9-10 8 l/defl >999 >854 n/a L/d 480 360 n/a PLATES MT20 Weight: 71 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 6-8,2-12,6-9,2-11,4-9: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1595/0-3-8, 8=1595/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2102/0, 3-4=-2102/0, 4-5=-2009/0, 5-6=-2009/0 BOT CHORD 11-12=0/1272, 10-11=0/2102, 9-10=0/2102, 8-9=0/1268 WEBS 6-8=-1863/0, 2-12=-1870/0, 6-9=0/1114, 2-11=0/1291, 5-9=-635/0, 3-11=-726/0, 4-9=-519/131, 4-10=-279/17 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-12=-20, 1-7=-310 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8,Edge], [44:Edge ,0-1-8], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.90 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.36 0.07 (loc) 31-32 31-32 28 l/defl >999 >733 n/a L/d 480 360 n/a PLATES MT20 Weight: 193 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* 1-12: 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 34-41: 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 44-45,1-44,28-46,27-28,11-37,3-43,9-38,5-42,7-39,6-40,25-29,14-36,23-30,16-35,20-31,18-33,19-32: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 44=1851/0-5-8, 37=2930/0-5-8, 28=1108/0-3-8 Max Grav 44=1992(LC 2), 37=2930(LC 1), 28=1136(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 44-45=-251/0, 1-45=-251/0, 2-3=-2335/0, 3-4=-2335/0, 4-5=-2568/0, 5-6=-2568/0, 6-7=-2129/162, 7-8=-2129/162, 8-9=-776/994, 9-10=-776/994, 10-11=0/2217, 11-12=0/2217, 12-13=0/2217, 13-14=-262/287, 14-15=-262/287, 15-16=-1761/0, 16-17=-1761/0, 17-18=-2731/0, 18-19=-2731/0, 19-20=-2931/0, 20-21=-2931/0, 21-22=-2581/0, 22-23=-2581/0, 23-24=-2581/0, 24-25=-1634/0, 25-26=-1634/0 BOT CHORD 43-44=0/1492, 42-43=0/2600, 41-42=-162/2129, 40-41=-162/2129, 39-40=-162/2129, 38-39=-619/1447, 37-38=-1441/0, 36-37=-1035/0, 35-36=0/1076, 34-35=0/2278, 33-34=0/2278, 32-33=0/2731, 31-32=0/2731, 30-31=0/2814, 29-30=0/2175, 28-29=0/910 WEBS 2-44=-2265/0, 10-37=-1683/0, 2-43=0/1318, 10-38=0/1493, 3-43=-642/0, 4-43=-414/123, 8-38=-1234/0, 4-42=-297/0, 8-39=0/1388, 5-42=-376/0, 7-39=-658/0, 6-42=0/1105, 6-40=-434/0, 26-28=-1386/0, 13-37=-1809/0, 26-29=0/1131, 13-36=0/1596, 24-29=-845/0, 15-36=-1306/0, 24-30=0/635, 15-35=0/1107, 21-30=-363/0, 17-35=-846/0, 17-33=0/874, 20-31=-284/0, 18-33=-376/0, 19-31=-80/575, 19-32=-294/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-44=-20, 1-4=-400, 4-27=-100 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-1-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-8-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 n/a 0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 126 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 28-1-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 46, 24, 45, 44, 43, 42, 41, 40, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 CSI. TC BC WB (Matrix) 0.58 0.97 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.32 0.07 (loc) 20-21 20-21 17 l/defl >999 >812 n/a L/d 480 360 n/a PLATES MT20 Weight: 105 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 1-26,17-27,16-17,14-18,3-25,11-19,5-24,9-20,7-22,8-21: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=875/0-3-8, 26=879/0-5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1269/0, 3-4=-1269/0, 4-5=-2105/0, 5-6=-2105/0, 6-7=-2552/0, 7-8=-2552/0, 8-9=-2539/0, 9-10=-2539/0, 10-11=-2118/0, 11-12=-2118/0, 12-13=-2118/0, 13-14=-1289/0, 14-15=-1289/0 BOT CHORD 25-26=0/684, 24-25=0/1731, 23-24=0/2361, 22-23=0/2361, 21-22=0/2552, 20-21=0/2552, 19-20=0/2369, 18-19=0/1748, 17-18=0/708 WEBS 15-17=-1079/0, 2-26=-1068/0, 15-18=0/908, 2-25=0/914, 13-18=-717/0, 4-25=-721/0, 13-19=0/578, 4-24=0/584, 10-19=-392/0, 6-24=-401/0, 10-20=0/266, 6-22=0/457, 8-20=-288/208 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.47 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.03 (loc) 24 24 21 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 139 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 34-35,1-34,20-21,8-29,3-33,6-30,4-32,5-31,18-22,10-27,16-23,13-26,14-25,15-24: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30,27-29. REACTIONS. (lb/size) 34=369/0-5-8, 21=590/0-5-8, 29=1273/0-5-8 Max Grav 34=414(LC 2), 21=612(LC 4), 29=1273(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-510/0, 3-4=-510/0, 4-5=-565/0, 5-6=-369/148, 6-7=-369/148, 7-8=0/663, 8-9=0/663, 9-10=-612/0, 10-11=-612/0, 11-12=-612/0, 12-13=-1136/0, 13-14=-1136/0, 14-15=-1245/0, 15-16=-1219/0, 16-17=-1219/0, 17-18=-824/0, 18-19=-824/0 BOT CHORD 33-34=0/309, 32-33=0/565, 31-32=0/565, 30-31=0/565, 29-30=-286/104, 26-27=0/919, 25-26=0/1245, 24-25=0/1245, 23-24=0/1245, 22-23=0/1064, 21-22=0/462 WEBS 2-34=-469/0, 7-29=-622/0, 2-33=0/314, 7-30=0/465, 5-30=-402/0, 19-21=-721/0, 9-29=-860/0, 19-22=0/567, 9-27=0/713, 17-22=-375/0, 12-27=-526/0, 12-26=0/385, 14-26=-293/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 32-11-0 17-1-12 1-6-0 1-11-4 0-5-8 1-5-8 0-6-0 0-6-12 0-1-8 0-1-8 2-0-0 2-0-0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,0-0-0], [25:0-1-8,Edge], [26:Edge,0-1-8], [29:0-1-8,Edge], [30:0-1-8 ,Edge], [35:0-1-8,0-0-0], [36:0-1-8,Edge], [39:0-1-8,0-0-0], [40:0-1-8,Edge], [43:0-1-8,0-1-0], [44:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.41 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.10 0.03 (loc) 28-29 28-29 26 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 170 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 2-42,7-37,2-41,7-38,4-41,5-38,9-37,10-34,24-26,13-34,24-27,13-32,21-27,15-32,21-28,15-31,19-28,17-31: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-5-8 except (jt=length) 37=0-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 42=427(LC 2), 37=622(LC 2), 34=1163(LC 6), 26=602(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-532/0, 3-4=-532/0, 4-5=-605/0, 5-6=-421/0, 6-7=-421/0, 7-8=0/468, 8-9=0/468, 9-10=0/569, 10-11=0/809, 11-12=0/809, 12-13=0/809, 13-14=-394/0, 14-15=-394/0, 15-16=-1019/0, 16-17=-1019/0, 17-18=-1192/0, 18-19=-1192/0, 19-20=-1202/0, 20-21=-1202/0, 21-22=-826/0, 22-23=-826/0, 23-24=-826/0 BOT CHORD 41-42=0/321, 40-41=0/605, 39-40=0/605, 38-39=0/605, 36-37=-569/0, 35-36=-569/0, 34-35=-569/0, 31-32=0/751, 30-31=0/1192, 29-30=0/1192, 28-29=0/1225, 27-28=0/1058, 26-27=0/472 WEBS 2-42=-488/0, 7-37=-583/0, 2-41=0/330, 7-38=0/433, 5-38=-337/0, 9-37=-40/295, 10-34=-508/0, 24-26=-719/0, 13-34=-913/0, 24-27=0/553, 13-32=0/771, 21-27=-363/0, 15-32=-580/0, 15-31=0/439, 17-31=-341/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 2-0-0 2-0-0 Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:Edge,0-1-8], [32:0-1-8,0-0-0], [33:0-1-8,Edge], [39:0-1-8,Edge], [40:0-1-8 ,Edge], [45:0-1-8,0-1-0], [46:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.84 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.27 0.05 (loc) 31-32 31-32 28 l/defl >999 >981 n/a L/d 480 360 n/a PLATES MT20 Weight: 182 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 44-45,1-44,28-46,27-28,11-37,3-43,9-38,5-42,7-39,6-40,25-29,14-36,23-30,16-35,20-31,18-33,19-32: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 44=450/0-5-8, 37=1793/0-5-8, 28=745/0-3-8 Max Grav 44=536(LC 2), 37=1793(LC 1), 28=765(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/0, 3-4=-714/0, 4-5=-991/47, 5-6=-991/47, 6-7=-891/237, 7-8=-891/237, 8-9=-288/671, 9-10=-288/671, 10-11=0/1409, 11-12=0/1409, 12-13=0/1409, 13-14=-250/178, 14-15=-250/178, 15-16=-1239/0, 16-17=-1239/0, 17-18=-1869/0, 18-19=-1869/0, 19-20=-1993/0, 20-21=-1993/0, 21-22=-1747/0, 22-23=-1747/0, 23-24=-1747/0, 24-25=-1102/0, 25-26=-1102/0 BOT CHORD 43-44=0/414, 42-43=0/890, 41-42=-237/891, 40-41=-237/891, 39-40=-237/891, 38-39=-472/610, 37-38=-920/0, 36-37=-620/0, 35-36=0/787, 34-35=0/1573, 33-34=0/1573, 32-33=0/1869, 31-32=0/1869, 30-31=0/1907, 29-30=0/1469, 28-29=0/613 WEBS 2-44=-631/0, 10-37=-932/0, 2-43=0/468, 10-38=0/797, 4-43=-276/69, 8-38=-617/0, 8-39=0/635, 7-39=-300/0, 6-42=0/423, 26-28=-934/0, 13-37=-1204/0, 26-29=0/765, 13-36=0/1057, 24-29=-573/0, 15-36=-863/0, 24-30=0/435, 15-35=0/731, 17-35=-548/0, 17-33=0/583, 18-33=-273/0, 19-31=-63/376 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 (Matrix) 0.44 0.62 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.13 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF-S Stud(flat) *Except* 18-19,1-18,11-12,9-13,3-17,7-14,5-16,6-15: 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=628/0-5-8, 12=632/0-5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/0, 3-4=-869/0, 4-5=-1312/0, 5-6=-1312/0, 6-7=-1290/0, 7-8=-1290/0, 8-9=-858/0, 9-10=-858/0 BOT CHORD 17-18=0/493, 16-17=0/1124, 15-16=0/1312, 14-15=0/1312, 13-14=0/1115, 12-13=0/478 WEBS 10-12=-747/0, 2-18=-751/0, 10-13=0/593, 2-17=0/587, 8-13=-402/0, 4-17=-397/0, 8-14=0/273, 4-16=0/380 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017 BC WB (Matrix) 0.41 0.60 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 10-12,2-18,10-13,2-17,8-13,4-17,8-14,4-16,6-14: 2x4 SPF-S Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=626/0-5-8, 12=626/0-5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/0, 3-4=-865/0, 4-5=-1302/0, 5-6=-1302/0, 6-7=-1285/0, 7-8=-1285/0, 8-9=-866/0, 9-10=-866/0 BOT CHORD 17-18=0/491, 16-17=0/1117, 15-16=0/1302, 14-15=0/1302, 13-14=0/1117, 12-13=0/492 WEBS 10-12=-750/0, 2-18=-748/0, 10-13=0/584, 2-17=0/584, 8-13=-392/0, 4-17=-394/0, 8-14=0/263, 4-16=0/370 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 18,2017