Loading...
HomeMy WebLinkAboutTRUSS DRAWINGS - 22-00007 - 253 W 2nd S - Sundance Bldg CMiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West-Idaho Falls, ID. November 15,2022 Baxter, David Pages or sheets covered by this seal: R73541241 thru R73541380 My license renewal date for the state of Idaho is May 31, 2023. Idaho COA: 853 3335625 SUNDANCE APARTMENTS #3 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =M18AHS 3x10 =5x10 =6x8 =5x6 =M18AHS 8x12 =5x6 =5x8 =M18AHS 8x12 =7x8 =5x6 =M18AHS 8x12 =5x8 =5x6 =M18AHS 8x12 =5x6 =6x8 =6x8 =M18AHS 3x10 48 19 32 18 33 17 3435 36 1637 3839 40 15 41 4243 4414 45 4647 13 12 49 11 1 50 20 21 102 3122 93 3023 5 25 26 6 27 28 7 2924 84 4-3-4 9-0-0 4-3-5 35-10-4 4-8-12 4-8-12 5-6-14 14 -6-14 5-6-14 31-7-0 5-8-10 26 -0-2 5-8-10 20-3-8 3-8-12 39 -7-0 1-0-0 1-0-0 3-8-12 39 -7-0 3-8-12 4-8-12 4-1-8 8-10-4 4-1-9 35-10-4 5-8-10 26 -0-2 5-8-10 14-6-14 5-8-10 20-3-8 5-8-10 31 -8-12 6 -7 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -6 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -6 -7 6 -5 -10 0 -1 -6 6 -7 -0 Scale = 1:73.7 Plate Offsets (X, Y):[6:0-3-0,0-3-4], [11:Edge,0-3-8], [12:0-3-8,0-3-0], [13:0-6-0,0-5-0], [14:0-6-0,0-6-0], [15:0-4-0,0-4-12], [16:0-6-0,0-6-0], [17:0-6-0,0-5-0], [18:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.41 14-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.54 14-15 >856 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.11 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.19 14-15 >999 240 BCDL 9.0 Weight: 581 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* 1-20:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 17-3,13-9,18-2,12-10,17-5,15-5,15-7,13-7:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 4-8, 2-20. Except: 3-6-0 oc bracing: 19-20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,1-20. WEBS 1 Row at midpt 5-17, 7-13 REACTIONS (size)11= Mechanical, 19=0-5-8 Max Horiz 19=107 (LC 7) Max Uplift 11=-1852 (LC 11), 19=-1885 (LC 6) Max Grav 11=7088 (LC 29), 19=7155 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-165/264, 2-3=-6210/1650, 3-4=-9556/2553, 4-5=-8778/2367, 5-7=-14119/3601, 7-8=-8781/2362, 8-9=-9562/2551, 9-10=-6212/1649, 19-20=-7020/1868, 2-20=-6925/1841, 10-11=-6963/1836 BOT CHORD 18-19=-101/90, 17-18=-1533/5686, 15-17=-3237/12766, 13-15=-3235/12768, 12-13=-1520/5700, 11-12=-42/63, 1-20=-172/159 WEBS 3-18=-4591/1240, 3-17=-1168/4593, 4-17=-849/3189, 8-13=-852/3197, 9-13=-1175/4578, 9-12=-4615/1261, 2-18=-1853/7154, 10-12=-1889/7212, 5-17=-5797/1342, 5-16=-426/1825, 5-15=-515/1965, 6-15=-777/179, 7-15=-519/1962, 7-14=-426/1826, 7-13=-5795/1345 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1885 lb uplift at joint 19 and 1852 lb uplift at joint 11. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541241A1Hip Girder 2 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:28 Page: 1 ID:lVIwSgQ5mIv?Q_OOWUDKlPyKcsw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1713 lb down and 631 lb up at 8-0-0, 559 lb down and 155 lb up at 10-0-12, 568 lb down and 154 lb up at 12-0-12, 568 lb down and 154 lb up at 14-0-12, 568 lb down and 154 lb up at 16-0-12, 568 lb down and 154 lb up at 18-0-12, 568 lb down and 154 lb up at 19-3-8, 568 lb down and 154 lb up at 20-6-4, 568 lb down and 154 lb up at 22-6-4, 568 lb down and 154 lb up at 24-6-4, 568 lb down and 154 lb up at 26-6-4, and 559 lb down and 155 lb up at 28-6-4, and 1713 lb down and 631 lb up at 30-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-4=-88, 4-8=-88, 8-10=-88, 11-19=-18, 1-20=-18 Concentrated Loads (lb) Vert: 17=-1713 (F), 13=-1713 (F), 15=-568 (F), 34=-559 (F), 36=-568 (F), 37=-568 (F), 38=-568 (F), 40=-568 (F), 41=-568 (F), 43=-568 (F), 44=-568 (F), 45=-568 (F), 47=-559 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541241A1Hip Girder 2 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:28 Page: 2 ID:lVIwSgQ5mIv?Q_OOWUDKlPyKcsw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x10 =3x4 =M18AHS 8x12 =6x8 =3x10 =5x6 =4x6 =3x4 =3x10 =5x6 =3x4 =4x6 =5x6 =3x10 =6x8 =M18AHS 8x12 =4x5 39 40 41 42 43 44 45 4647 17 3637 38 16 15 14 13 12 11 1 48 18 19 102 20 3521343322 93 3223 5 25 26 27 6 28 29 30 724 31 84 3-5-12 33 -0-12 3-5-12 11-0-0 4-6-14 15-6-14 4-6-14 29 -7-0 4-8-10 25-0-2 4-8-10 20-3-8 7-6-4 7-6-4 6-6-4 39 -7-0 2-1-4 29 -8-12 2-1-4 12-11-8 1-0-0 1-0-0 7-4-0 20-3-8 7-4-0 27 -7-8 9-10-4 39-7-0 9-10-4 10-10-4 7 -5 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -4 -3 7 -3 -6 0 -1 -10 7 -5 -0 Scale = 1:73.8 Plate Offsets (X, Y):[6:0-3-0,0-3-4], [11:Edge,0-3-8], [17:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.54 11-12 >853 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.99 Vert(CT)-0.73 11-12 >630 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.15 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.09 14 >999 240 BCDL 9.0 Weight: 229 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 16-3,16-4,12-8,12-9,14-6:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-6 max.): 4-8, 2-18. Except: 6-0-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-18. WEBS 1 Row at midpt 3-17, 9-11, 5-16, 7-12 REACTIONS (size)11= Mechanical, 17=0-5-8 Max Horiz 17=111 (LC 11) Max Uplift 11=-370 (LC 15), 17=-394 (LC 14) Max Grav 11=2142 (LC 40), 17=2297 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-108/284, 2-3=-348/127, 3-4=-2710/497, 4-5=-2487/470, 5-7=-3535/629, 7-8=-2489/464, 8-9=-2716/493, 9-10=-263/112, 17-18=-717/225, 2-18=-815/214, 10-11=-452/108 BOT CHORD 16-17=-384/2087, 14-16=-533/3261, 12-14=-532/3263, 11-12=-383/2097, 1-18=-174/249 WEBS 3-16=-24/799, 4-16=-99/744, 8-12=-104/756, 9-12=-21/786, 3-17=-2701/426, 9-11=-2745/475, 5-16=-1398/248, 5-14=-108/548, 6-14=-646/147, 7-14=-112/543, 7-12=-1397/252 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 10-0-0, Exterior(2R) 10-0-0 to 15-5-8, Interior (1) 15-5-8 to 28-7-0, Exterior(2R) 28-7-0 to 34-0-8, Interior (1) 34-0-8 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 17 and 370 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541242A2Hip213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:31 Page: 1 ID:u_Zctnaf_rcRsTqy67fiYCyKeEW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x10 =2x6 =M18AHS 8x12 =5x8 =3x4 =3x6 =6x8 =3x10 =2x4 =6x8 =3x6 =3x4 =6x8 =M18AHS 8x12 =4x5 29 30 31 32 33 15 27 28 14 13 12 11 34 10 35 36 9 1 40 16 17 82 18 391938 3 7 3720 523 2422 2521 26 64 5-5-12 33-0-12 5-5-12 13-0-0 7-3-8 27-7-0 7-3-8 20-3-8 7-6-4 7-6-4 6-6-4 39-7-0 1-0-0 1-0-0 2-3-12 29 -11-4 2-3-12 12-11-8 7-4-0 20 -3-8 7-4-0 27-7-8 9-7-12 39-7-0 9-7-12 10 -7-12 8 -3 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 5 -2 -3 8 -1 -6 0 -1 -10 8 -3 -0 Scale = 1:73.9 Plate Offsets (X, Y):[4:0-3-12,0-0-12], [6:0-4-0,0-0-12], [9:Edge,0-3-8], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.52 10-12 >892 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 9-10 >678 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.12 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 10-12 >999 240 BCDL 9.0 Weight: 229 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-6:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 15-2,3-14,7-10:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-9 max.): 4-6, 2-16. Except: 2-2-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-16. WEBS 1 Row at midpt 3-15, 7-9, 4-14, 6-10, 5-12 REACTIONS (size)9= Mechanical, 15=0-5-8 Max Horiz 15=109 (LC 13) Max Uplift 9=-368 (LC 15), 15=-392 (LC 14) Max Grav 9=2315 (LC 34), 15=2504 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/279, 2-3=-321/121, 3-4=-2524/487, 4-5=-2990/572, 5-6=-2990/572, 15-16=-686/220, 2-16=-774/204, 8-9=-433/104, 6-7=-2538/485, 7-8=-250/108 BOT CHORD 14-15=-388/2097, 12-14=-375/2329, 10-12=-377/2330, 9-10=-363/2117, 1-16=-171/220 WEBS 3-14=-1/707, 3-15=-2627/396, 7-10=-24/694, 7-9=-2709/446, 6-12=-180/1015, 4-14=-386/243, 6-10=-377/264, 4-12=-175/1017, 5-12=-1319/292 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 12-0-0, Exterior(2R) 12-0-0 to 17-5-8, Interior (1) 17-5-8 to 26-7-0, Exterior(2R) 26-7-0 to 32-1-11, Interior (1) 32-1-11 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 9 and 392 lb uplift at joint 15. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541243A3Hip213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:32 Page: 1 ID:ZZ1FtGBHVPZNTLJkOncskSyKiJq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x5 =4x5 =2x4 =M18AHS 8x12 =M18AHS 8x12 =3x4 =3x6 =6x8 =3x10 =1.5x4 =6x8 =3x6 =3x4 =5x8 =M18AHS 8x12 =3x4 34 35 36 37 38 15 32 33 14 13 12 1139 10 40 41 9 1 42 16 17 82 311819302029 73 2821 2722 5 2524 2623 64 0-2-2 7-6-4 5-3-8 20-3-8 5-3-8 25-7-0 7-4-2 7-4-2 7-5-12 15 -0-0 7-5-12 33-0-12 6-6-4 39-7-0 1-0-0 1-0-0 2-3-12 29-11-4 2-3-12 12-11-8 7-4-0 20 -3-8 7-4-0 27-7-8 9-7-12 39-7-0 9-7-12 10-7-12 9 -1 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -10 2 -0 -00-4 -1 2 -4 -1 0 -5 -0 2 -9 -1 6 -2 -5 8 -11 -6 0 -1 -10 9 -1 -0 Scale = 1:74 Plate Offsets (X, Y):[1:0-2-0,0-0-10], [3:0-5-12,0-4-8], [7:0-4-0,0-2-0], [9:Edge,0-3-8], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.51 10-12 >894 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.67 9-10 >681 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.13 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 10-12 >999 240 BCDL 9.0 Weight: 245 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 4-6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 15-2,3-14,7-10:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 4-6, 2-16. Except: 2-2-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-16. WEBS 1 Row at midpt 3-15, 7-9, 6-12, 4-14, 6-10, 4-12, 5-12 REACTIONS (size)9= Mechanical, 15=0-5-8 Max Horiz 15=103 (LC 13) Max Uplift 9=-364 (LC 15), 15=-388 (LC 14) Max Grav 9=2522 (LC 34), 15=2711 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-125/241, 2-4=-2806/498, 4-5=-2464/518, 5-6=-2464/518, 6-7=-2818/498, 7-8=-209/141, 15-16=-621/200, 2-16=-666/172, 8-9=-371/86 BOT CHORD 14-15=-400/2391, 12-14=-352/2294, 10-12=-341/2296, 9-10=-375/2410, 1-16=-108/201 WEBS 3-14=-109/595, 3-15=-3043/427, 7-10=-125/584, 7-9=-3130/476, 6-12=-125/663, 4-14=-233/339, 6-10=-226/353, 4-12=-122/666, 5-12=-862/189 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 14-0-0, Exterior(2R) 14-0-0 to 19-3-8, Interior (1) 19-3-8 to 24-7-0, Exterior(2R) 24-7-0 to 30-0-8, Interior (1) 30-0-8 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 9 and 388 lb uplift at joint 15. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541244A4Hip213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:33 Page: 1 ID:pbW4Gf_2w_AzAdYpNeMjUayKiNz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x10 =2x4 =M18AHS 8x12 =M18AHS 8x12 =3x4 =4x6 =3x4 =5x6 =6x12 =5x6 =3x4 =4x6 =3x4 =M18AHS 8x12 =M18AHS 8x12 =4x5 16 36 37 15 3814 13 1243 11 44 45 10 39 40 41 42 1 46 17 18 92 19 3520343321 3 8 32223123 24 30 74292552627286 0-1-6 7-6-4 2-2-14 17-0-0 2-2-14 25-9-14 6-7-0 23-7-0 7-2-14 33-0-12 7-2-14 14-9-2 7-4-14 7-4-14 6-6-4 39 -7-0 1-0-0 1-0-0 2-3-12 29-11-4 2-3-12 12-11-8 7-4-0 27-7-8 7-4-0 20-3-8 9-7-12 39 -7-0 9-7-12 10 -7-12 9 -11 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 6 -10 -3 9 -9 -6 0 -1 -10 9 -11 -0 Scale = 1:74.1 Plate Offsets (X, Y):[10:Edge,0-3-8], [16:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.51 11-13 >894 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 10-11 >677 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.14 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 13-15 >999 240 BCDL 9.0 Weight: 243 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-6:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 16-2,3-15,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-6 max.): 5-6, 2-17. Except: 2-2-0 oc bracing: 16-17 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-17. WEBS 1 Row at midpt 4-15, 3-16, 7-11, 8-10, 4-13, 7-13 REACTIONS (size)10= Mechanical, 16=0-5-8 Max Horiz 16=105 (LC 13) Max Uplift 10=-361 (LC 15), 16=-385 (LC 14) Max Grav 10=2728 (LC 34), 16=2918 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/281, 2-4=-3064/488, 4-5=-2473/489, 5-6=-2459/484, 6-7=-2473/487, 7-9=-3080/494, 16-17=-654/211, 2-17=-728/191, 9-10=-410/97 BOT CHORD 15-16=-391/2571, 13-15=-368/2613, 11-13=-346/2614, 10-11=-366/2593, 1-17=-176/191 WEBS 4-15=-196/242, 3-15=0/510, 3-16=-3279/401, 8-11=0/503, 5-13=-83/791, 6-13=-84/781, 7-11=-188/246, 8-10=-3362/448, 4-13=-775/227, 7-13=-774/218 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 16-0-0, Exterior(2R) 16-0-0 to 21-5-8, Interior (1) 21-5-8 to 22-7-0, Exterior(2R) 22-7-0 to 28-0-8, Interior (1) 28-0-8 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 10 and 385 lb uplift at joint 16. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541245A5Hip213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:34 Page: 1 ID:483lngB9J?4ly7OPLdiYdsyKiRa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x10 =2x4 =M18AHS 8x12 =7x10 =3x4 =4x6 =3x4 =5x6 =6x12 =5x6 =3x4 =4x6 =3x4 =M18AHS 8x12 =M18AHS 8x12 =4x5 36 16 34 35 15 14 13 1241 11 42 43 10 37 38 39 40 1 44 17 18 923319 20 322131 3 83022 23 29 24 2874 2725 5 26 6 0-1-6 7-6-4 2-7-0 21 -7-0 4-2-14 19-0-0 4-2-14 25-9-14 7-2-14 33-0-12 7-2-14 14-9-2 7-4-14 7-4-14 6-6-4 39-7-0 1-0-0 1-0-0 2-3-12 29-11-4 2-3-12 12-11-8 7-4-0 20-3-8 7-4-0 27 -7-8 9-7-12 39-7-0 9-7-12 10-7-12 10 -9 -0 0 -10 -0 3 -3 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 7 -8 -3 10 -7 -6 0 -1 -10 10 -9 -0 Scale = 1:74.3 Plate Offsets (X, Y):[10:Edge,0-3-8], [16:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.51 11-13 >893 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 10-11 >676 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 13-15 >999 240 BCDL 9.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-15,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-10 max.): 5-6, 2-17. Except: 6-0-0 oc bracing: 16-17 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-17. WEBS 1 Row at midpt 4-15, 3-16, 7-11, 8-10, 4-13, 7-13 REACTIONS (size)10= Mechanical, 16=0-5-8 Max Horiz 16=103 (LC 11) Max Uplift 10=-357 (LC 15), 16=-381 (LC 14) Max Grav 10=2889 (LC 34), 16=3015 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/290, 2-4=-3369/482, 4-5=-2856/478, 5-6=-2601/470, 6-7=-2855/475, 7-9=-3383/477, 16-17=-552/212, 2-17=-631/192, 9-10=-367/98 BOT CHORD 15-16=-401/2803, 13-15=-354/2939, 11-13=-335/2939, 10-11=-358/2820, 1-17=-185/211 WEBS 4-15=-164/241, 3-15=0/486, 3-16=-3577/388, 8-11=0/479, 5-13=-114/791, 6-13=-115/785, 7-11=-156/246, 8-10=-3668/442, 4-13=-806/257, 7-13=-805/249 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 18-0-0, Exterior(2E) 18-0-0 to 20-7-0, Exterior(2R) 20-7-0 to 26-0-8, Interior (1) 26-0-8 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 10 and 381 lb uplift at joint 16. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541246A6Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:35 Page: 1 ID:u_vAtCRmUsuneWJMC8DwYOyKiaH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x6 =2x4 =M18AHS 8x12 =6x8 =3x4 =3x6 =3x4 =5x6 =3x10 =3x4 =3x6 =3x4 =7x8 =3x10 =3x4 32 33 34 35 36 15 30 31 14 13 12 1137 10 38 39 9 1 40 16 17 82 18 291928 73 2720 2621 64 22 252423 5 0-1-6 7-6-4 5-6-6 20-3-8 5-6-6 25-9-14 7-2-14 33 -0-12 7-2-14 14-9-2 7-4-14 7-4-14 6-6-4 39 -7-0 1-0-0 1-0-0 2-3-12 29-11-4 2-3-12 12-11-8 7-4-0 20-3-8 7-4-0 27-7-8 9-7-12 39-7-0 9-7-12 10 -7-12 11 -3 -7 0 -10 -0 3 -3 -0 2 -0 -0 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 8 -4 -4 11 -3 -7 Scale = 1:75.6 Plate Offsets (X, Y):[3:0-3-8,0-3-4], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.52 10-12 >892 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 9-10 >675 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.11 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 12-14 >999 240 BCDL 9.0 Weight: 227 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-10,3-14:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-0-0 oc bracing: 1-16. WEBS 1 Row at midpt 6-12, 6-10, 4-12, 4-14, 3-15, 7-9 REACTIONS (size)9= Mechanical, 15=0-5-8 Max Horiz 15=102 (LC 13) Max Uplift 9=-354 (LC 15), 15=-378 (LC 14) Max Grav 9=2099 (LC 2), 15=2204 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-73/289, 2-4=-2472/477, 4-5=-2128/486, 5-6=-2128/481, 6-8=-2481/470, 15-16=-426/213, 2-16=-468/193, 8-9=-312/100 BOT CHORD 14-15=-407/2000, 12-14=-357/2157, 10-12=-339/2158, 9-10=-359/2012, 1-16=-184/169 WEBS 5-12=-222/1248, 6-12=-772/273, 6-10=-141/244, 7-10=0/468, 4-12=-766/280, 4-14=-150/240, 3-14=0/476, 3-15=-2545/391, 7-9=-2596/438 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-10-5, Interior (1) 2-10-5 to 19-3-8, Exterior(2R) 19-3-8 to 23-1-13, Interior (1) 23-1-13 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 15 and 354 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541247A7Common513335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:36 Page: 1 ID:gkjvn?PG8FpAZBnAe?Dc0zyKifV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x10 =7x8 =3x4 =3x6 =3x4 =5x6 =3x10 =3x4 =3x6 =3x4 =7x8 =3x10 =3x4 29 30 31 32 33 14 27 28 13 12 11 1034 9 35 36 8 71 26152516 2 6 2417 2318 53 19 222120 4 5-6-6 19 -3-8 5-6-6 24 -9-14 6-6-4 6-6-4 7-2-14 32-0-12 7-2-14 13-9-2 6-6-4 38 -7-0 9-7-12 19 -3-8 9-7-12 28 -11-4 9-7-12 9-7-12 9-7-12 38-7-0 3 -3 -0 11 -3 -7 Scale = 1:70 Plate Offsets (X, Y):[5:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.52 9-11 >892 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 13-14 >675 240 TCDL 9.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.11 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 11-13 >999 240 BCDL 9.0 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-13,6-9:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 2-14, 3-11, 5-11, 5-9, 6-8 REACTIONS (size)8= Mechanical, 14=0-5-8 Max Horiz 14=-96 (LC 10) Max Uplift 8=-354 (LC 15), 14=-354 (LC 14) Max Grav 8=2101 (LC 2), 14=2101 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2483/468, 3-4=-2131/483, 4-5=-2131/483, 5-7=-2483/468, 1-14=-312/100, 7-8=-312/100 BOT CHORD 13-14=-392/2014, 11-13=-360/2161, 9-11=-341/2161, 8-9=-360/2014 WEBS 4-11=-219/1248, 3-13=-142/244, 2-13=0/469, 2-14=-2598/440, 6-9=0/469, 3-11=-768/273, 5-11=-768/273, 5-9=-142/244, 6-8=-2598/440 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 4-0-1, Interior (1) 4-0-1 to 19-3-8, Exterior(2R) 19-3-8 to 23-1-13, Interior (1) 23-1-13 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 8 and 354 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541248A8Common513335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:36 Page: 1 ID:C4DOiHoyNOzU1GoW4QJLrwyKif_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x5 =M18AHS 8x12 =M18AHS 8x12 =3x4 =4x6 =3x4 =5x6 =6x12 =5x6 =3x4 =4x6 =3x4 =M18AHS 8x12 =M18AHS 8x12 =4x5 15 31 32 14 3313 34 35 12 36 37 1138 10 39 40 9 813016 29172818 722719 2620 252163 2422 5423 2-7-0 20 -7-0 4-2-14 18 -0-0 4-2-14 24 -9-14 6-6-4 6-6-4 7-2-14 32 -0-12 7-2-14 13 -9-2 6-6-4 38-7-0 9-7-12 28-11-4 9-7-12 19-3-8 9-7-12 38 -7-0 9-7-12 9-7-12 10 -9 -0 3 -3 -0 0 -1 -10 10 -7 -6 10 -7 -6 0 -1 -10 10 -9 -0 Scale = 1:70.5 Plate Offsets (X, Y):[6:Edge,0-0-0], [9:Edge,0-3-8], [15:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.51 12-14 >893 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.68 14-15 >676 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.16 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 12-14 >999 240 BCDL 9.0 Weight: 235 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-14,7-10:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 2-15, 3-12, 6-12, 6-10, 7-9 REACTIONS (size)9= Mechanical, 15=0-5-8 Max Horiz 15=87 (LC 11) Max Uplift 9=-356 (LC 15), 15=-356 (LC 14) Max Grav 9=2891 (LC 34), 15=2891 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-3385/475, 3-4=-2858/475, 4-5=-2605/468, 5-6=-2858/475, 6-8=-3385/475, 1-15=-367/101, 8-9=-367/98 BOT CHORD 14-15=-390/2822, 12-14=-357/2942, 10-12=-337/2942, 9-10=-358/2822 WEBS 3-14=-157/245, 2-14=0/480, 2-15=-3671/438, 7-10=0/480, 3-12=-805/250, 6-12=-805/249, 6-10=-157/245, 7-9=-3671/441, 4-12=-113/787, 5-12=-114/787 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 4-0-1, Interior (1) 4-0-1 to 18-0-0, Exterior(2E) 18-0-0 to 20-7-0, Exterior(2R) 20-7-0 to 26-0-8, Interior (1) 26-0-8 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint 9 and 356 lb uplift at joint 15. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541249A9Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:37 Page: 1 ID:PvfphA_Vl?npE48IAx3nh5yKic9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =6x8 =2x6 =6x12 =10x16 =6x8 =6x16 =6x8 =2x6 =10x16 =M18AHS 8x12 =2x6 =10x16 =6x8 =6x16 =6x8 =10x16 =6x12 =2x6 =6x8 1 32 3334 35 19 36 3738 183940 17 4142 43 4445 16 6061 62 63 64 6515 46 47 48 4950 14 515213 5354 55 12 56 5758 59 11 3120 2 10 3021 93 2922 23 2848 24 27 5 72526 6 3-2-12 27-11-4 3-2-12 31-2-0 4-10-0 24-8-8 4-10 -0 36-0-0 6-6-0 6-6-0 6-5-4 42-5-4 6-5-4 19 -10 -8 6-6-0 55-10-8 6-11-4 49-4-8 6-11-4 13-5-4 0-5-8 24-11-4 0-5-8 31-4-12 1-0-0 1-0-0 1-0-0 55-10 -8 6-0-0 30 -11-4 7-5-12 38-10-8 7-5-12 24 -5-12 7-11-5 46 -9-13 7-11-5 17 -0-0 8-0-11 9-0-11 8-0-11 54-10-8 0 -10 -0 12 -5 -11 Scale = 1:93 Plate Offsets (X, Y):[3:0-8-0,0-6-0], [4:0-2-0,0-2-0], [8:0-2-0,0-2-0], [9:0-8-0,0-6-0], [12:0-8-0,0-2-4], [15:0-5-12,0-7-4], [16:0-4-12,0-7-4], [19:0-8-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.16 1-19 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.22 1-19 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.01 16 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 1-19 >999 240 BCDL 40.0 Weight: 2193 lb FT = 20% LUMBER TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 9-14,3-17,2-19,10-12:2x4 DF Stud/Std, 4-16,8-15,5-16,7-15:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=0-5-8, 11=0-5-8, 15=0-5-8, 16=0-5-8 Max Horiz 1=207 (LC 14) Max Uplift 1=-1512 (LC 10), 11=-1533 (LC 11), 15=-4697 (LC 11), 16=-4426 (LC 10) Max Grav 1=7939 (LC 16), 11=7880 (LC 17), 15=26786 (LC 17), 16=25173 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-14953/2855, 2-4=-14689/2810, 4-5=-2844/16104, 5-6=-2707/15721, 6-7=-2673/15708, 7-8=-2775/16089, 8-10=-14553/2863, 10-11=-14819/2908 BOT CHORD 1-19=-2757/13574, 17-19=-619/3741, 16-17=-7477/1721, 14-15=-7548/1635, 12-14=-460/3603, 11-12=-2597/13451, 15-16=-13190/2651 WEBS 8-14=-3152/18611, 9-14=-8924/1975, 4-16=-14704/2602, 4-17=-3193/18837, 3-17=-8912/1975, 3-19=-3333/16223, 2-19=-220/334, 6-16=-5831/1045, 6-15=-5781/1008, 8-15=-14535/2572, 9-12=-3335/16244, 10-12=-221/331, 5-16=-1537/315, 7-15=-1532/310 NOTES 1) 2)4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 6)Unbalanced snow loads have been considered for this design. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 40.0psf. 10)Bearing at joint(s) 16, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1512 lb uplift at joint 1, 1533 lb uplift at joint 11, 4426 lb uplift at joint 16 and 4697 lb uplift at joint 15. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541250B1Common Girder 1 43335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:39 Page: 1 ID:fe75jR1GXRbKMfS9l0CcncyKcOS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 N/A PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS.November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 26 lb up at 3-0-12, 359 lb down and 17 lb up at 5-0-12, 7008 lb down and 1860 lb up at 7-1-8, 2047 lb down and 379 lb up at 9-0-12, 2235 lb down and 376 lb up at 11-0-12, 2442 lb down and 372 lb up at 13-0-12, 2648 lb down and 369 lb up at 15-0-12, 2811 lb down and 364 lb up at 17-0-12, 1996 lb down and 362 lb up at 18-9-12, 1991 lb down and 362 lb up at 20-9-12, 2003 lb down and 362 lb up at 22-9-12, 1993 lb down and 362 lb up at 26-9-12, 1989 lb down and 362 lb up at 28-9-12, 2004 lb down and 362 lb up at 30-9-12, 2004 lb down and 362 lb up at 32-9-12, 1989 lb down and 362 lb up at 34-9-12, 1992 lb down and 362 lb up at 36-9-12, 2809 lb down and 365 lb up at 38-9-12, 2648 lb down and 369 lb up at 40-9-12, 2442 lb down and 372 lb up at 42-9-12, 2235 lb down and 376 lb up at 44-9-12, 2047 lb down and 379 lb up at 46-9-12, 7008 lb down and 1860 lb up at 48-9-0, and 359 lb down and 17 lb up at 50-9-12, and 371 lb down and 26 lb up at 52-9-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-88, 6-11=-88, 1-15=-80, 11-15=-80 Concentrated Loads (lb) Vert: 14=-2809 (F), 17=-2811 (F), 19=-2028 (F), 12=-2028 (F), 32=-371 (B), 34=-359 (F), 35=-7008 (F), 36=-2235 (F), 38=-2442 (F), 40=-2648 (F), 42=-1949 (F), 43=-1949 (F), 45=-1949 (F), 46=-1948 (F), 48=-1948 (F), 49=-1948 (F), 51=-2648 (F), 53=-2442 (F), 55=-2235 (F), 56=-7008 (F), 57=-359 (F), 59=-371 (B), 61=-1949 (F), 63=-1948 (F), 65=-1948 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541250B1Common Girder 1 43335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:39 Page: 2 ID:fe75jR1GXRbKMfS9l0CcncyKcOS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x12 =2x4 =7x8 =4x6 =6x8 =4x6 =4x6 =7x8 =2x4 =4x12 1 33 18 34 35 1736 16 37 38 39 15 40 14 41 13 42 43 44 12 4511 46 47 10 9 48 19 32 312082 3021 3 7 22 29 23 2864 24 272526 5 6-6-0 6-6-0 6-5-14 19 -10 -8 6-5-14 42-5-14 6-6-0 55-10-8 6-10-10 13-4-10 6-10-10 49-4-8 8-0-12 27-11-4 8-0-12 36-0-0 0-1-13 24-10-5 0-1-13 31 -2-0 1-0-0 1-0-0 1-0-0 55-10 -8 6-1-14 31 -0-3 7-8-8 24 -8-8 7-8-8 38 -10-8 7-11-5 46 -9-13 7-11-5 17 -0-0 8-0-11 9-0-11 8-0-11 54-10-8 0 -10 -0 12 -5 -11 Scale = 1:93 Plate Offsets (X, Y):[1:Edge,0-1-4], [1:0-2-9,1-1-2], [3:0-4-0,0-4-8], [7:0-4-0,0-4-8], [9:Edge,0-1-4], [9:0-2-9,1-1-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.11 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.16 9-10 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.02 15 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 18 >999 240 BCDL 9.0 Weight: 385 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 12-7,7-10,8-10,16-3,3-18,2-18:2x4 DF Stud/ Std WEDGE Left: 2x8 DF 1950F 1.7E or SS Right: 2x8 DF 1950F 1.7E or SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-18,9-10. WEBS 1 Row at midpt 5-13, 6-13, 5-15, 4-15 REACTIONS (size)1=0-5-8, 9=0-5-8, 13=0-5-8, 15=0-5-8 Max Horiz 1=211 (LC 18) Max Uplift 1=-172 (LC 14), 9=-211 (LC 15), 13=-473 (LC 15), 15=-513 (LC 14) Max Grav 1=963 (LC 20), 9=963 (LC 21), 13=2474 (LC 21), 15=2474 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1628/293, 2-4=-1248/362, 4-5=-111/1303, 5-6=-52/1303, 6-8=-1248/362, 8-9=-1628/382 BOT CHORD 1-18=-411/1399, 16-18=-149/627, 15-16=-472/316, 13-15=-902/391, 12-13=-472/209, 10-12=-35/627, 9-10=-280/1399 WEBS 5-13=-940/140, 6-13=-1643/452, 6-12=-204/1071, 7-12=-897/308, 7-10=-142/788, 8-10=-544/256, 5-15=-940/179, 4-15=-1643/454, 4-16=-207/1071, 3-16=-897/311, 3-18=-147/788, 2-18=-544/262 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-2-12 to 5-9-13, Interior (1) 5-9-13 to 27-11-4, Exterior(2R) 27-11-4 to 33-6-5, Interior (1) 33-6-5 to 55-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 13, 513 lb uplift at joint 15, 172 lb uplift at joint 1 and 211 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541251B2Common1813335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:41 Page: 1 ID:5PxdpTBwKkRu7Iryr5UzdZyKcQq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x6 =3x4 =M18AHS 8x12 =6x8 =7x8 =4x6 =6x8 =4x6 =4x6 =7x8 =6x8 =M18AHS 8x12 =3x6 =3x4 =4x6 60 61 62 27 49 50 26 51 25 52 532454 23 55 56 57 22 58 21 59 20 19 631864 65 17 66 16 67 68 15 1 69 28 14 70 13 29 48212303314732410454611 4433 95 433435423641863740 38 39 7 1-11-0 59-10-8 1-11-0 1-11-0 6-9-10 8-8-10 6-9-10 57-11-8 6-5-14 21-10-8 6-5-14 44 -5-14 6-8-0 15-4-10 6-8-0 51-1-14 8-0-12 29-11-4 8-0-12 38 -0-0 0-1-13 26-10-5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 2-5-13 51-3-10 2-5-13 11-0-11 3-0-6 19-0-0 3-0-6 43 -10 -14 3-0-15 29-11-4 3-0-15 33-0-3 4-10-15 48-9-13 4-10-15 15 -11-10 7-6-14 8-6-14 7-6-14 58-10-8 7-8-8 40-10-8 7-8-8 26 -8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 0 -6 -12 3 -5 -15 0 -1 -10 3 -7 -9 8 -10 -2 12 -5 -11 Scale = 1:105 Plate Offsets (X, Y):[3:0-6-0,0-1-5], [5:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-6-0,0-1-5], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.08 17-19 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.11 17-19 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.68 Horz(CT)-0.01 20 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 15-16 >999 240 BCDL 9.0 Weight: 431 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 12-13,1-2:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 19-8,6-22,23-6,22-7,20-7,8-20:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 10-11, 2-28, 12-14. Except: 6-0-0 oc bracing: 27-28, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,16-17. WEBS 1 Row at midpt 9-19, 6-22, 5-23, 7-22, 7-20, 8-20 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=113 (LC 14) Max Uplift 15=-640 (LC 11), 20=-557 (LC 11), 22=-565 (LC 10), 27=-628 (LC 10) Max Grav 15=976 (LC 17), 20=2911 (LC 36), 22=2902 (LC 36), 27=979 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/279, 2-3=-47/72, 3-4=-1363/327, 4-6=-1166/606, 6-7=-180/1969, 7-8=-146/1971, 8-10=-1157/606, 10-11=-1357/370, 11-12=-73/110, 12-13=-23/281, 27-28=-425/217, 2-28=-375/224, 14-15=-408/204, 12-14=-356/211 BOT CHORD 26-27=-217/325, 25-26=-422/1382, 23-25=-189/507, 22-23=-735/316, 20-22=-1409/392, 19-20=-735/237, 17-19=-185/499, 16-17=-348/1373, 15-16=-101/266, 1-28=-161/36, 13-14=-163/37 WEBS 8-19=-234/1363, 9-19=-1297/345, 6-22=-1969/472, 6-23=-232/1364, 5-23=-1297/344, 5-25=-199/909, 4-25=-752/298, 7-22=-1105/216, 7-20=-1115/206, 8-20=-1968/473, 9-17=-202/908, 10-17=-751/305, 4-26=-470/137, 10-16=-509/159, 3-26=-223/1250, 11-16=-271/1267, 11-15=-1072/271, 3-27=-1098/274 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 lb uplift at joint 27, 640 lb uplift at joint 15, 565 lb uplift at joint 22 and 557 lb uplift at joint 20. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541252B3Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:42 Page: 1 ID:HlYTgKLBMPJl0n1oYKAHL4yKbnI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 284 lb up at 0-11-0, and 36 lb down and 284 lb up at 56-11-8 on top chord, and 22 lb down and 399 lb up at 0-11-0, and 22 lb down and 399 lb up at 56-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-3=-88, 3-4=-88, 4-7=-88, 7-10=-88, 10-11=-88, 11-12=-88, 12-13=-88, 15-27=-18, 1-28=-18, 13-14=-18 Concentrated Loads (lb) Vert: 3=70 (F), 11=70 (F), 49=31 (F), 68=31 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541252B3Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:42 Page: 2 ID:HlYTgKLBMPJl0n1oYKAHL4yKbnI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =4x12 =4x5 =7x8 =6x8 =4x8 =7x8 =4x6 =4x5 =4x5 =4x5 =6x8 =4x6 =4x5 =4x5 =4x5 =4x6 =7x8 =4x8 =6x8 =7x8 =4x5 =4x12 =3x4 =3x4 =4x6 61 62 63 27 26 52 25 2455 23 56 57 58 22 59 21 60 20 19 6418 6566 17 67 16 68 15 51 5354 1 69 28 14 70 13 29 50122304941032473148311 33 46 5 9 34 45 4435683643423738413940 7 3-11-0 59-10 -8 3-11-0 3-11-0 4-8-0 49-1-14 4-8-0 15-4-10 6-9-10 10-8-10 6-9-10 55-11-8 6-5-14 21-10-8 6-5-14 44-5-14 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 2-9-4 58-10 -8 3-0-6 19 -0-0 3-0-6 43-10-14 3-0-15 29 -11-4 3-0-15 33 -0-3 2-9-4 3-9-4 5-1-4 49 -0-2 5-1-4 15-11-10 7-1-2 10-10-6 7-1-2 56-1-4 7-8-8 40 -10-8 7-8-8 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 1 -4 -12 4 -3 -15 0 -1 -10 4 -5 -9 8 -0 -2 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[3:0-4-0,0-1-12], [5:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-4-0,0-1-12], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.09 23-25 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.12 23-25 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.98 Horz(CT)-0.01 20 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 434 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 19-8,6-22,23-6,22-7,20-7,8-20,11-17,3-25:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 10-11, 2-28, 12-14. Except: 5-6-0 oc bracing: 27-28, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,16-17. WEBS 1 Row at midpt 6-22, 7-22, 7-20, 8-20 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=-113 (LC 19) Max Uplift 15=-230 (LC 15), 20=-512 (LC 15), 22=-526 (LC 14), 27=-216 (LC 14) Max Grav 15=1112 (LC 21), 20=2872 (LC 40), 22=2872 (LC 40), 27=1112 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/297, 2-3=-665/149, 3-4=-1222/236, 4-6=-1368/480, 6-7=-127/1768, 7-8=-111/1768, 8-10=-1368/480, 10-11=-1222/271, 11-12=-665/160, 12-13=-40/297, 27-28=-1105/294, 2-28=-1075/249, 14-15=-1105/245, 12-14=-1075/229 BOT CHORD 26-27=-145/141, 25-26=-221/618, 23-25=-140/573, 22-23=-635/277, 20-22=-1208/386, 19-20=-635/245, 17-19=-120/573, 16-17=-118/612, 15-16=-93/59, 1-28=-199/51, 13-14=-199/51 WEBS 8-19=-203/1270, 9-19=-1156/309, 6-22=-1958/459, 6-23=-202/1270, 5-23=-1156/309, 5-25=-234/1188, 7-22=-1075/188, 7-20=-1075/173, 8-20=-1958/459, 9-17=-234/1188, 4-25=-1030/296, 10-17=-1030/311, 3-26=-570/157, 11-16=-570/158, 12-16=-148/906, 11-17=-111/704, 3-25=-82/704, 2-26=-149/906 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-11-0, Exterior(2R) 2-11-0 to 8-8-7, Interior (1) 8-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 54-11-8, Exterior(2E) 54-11-8 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 27, 230 lb uplift at joint 15, 526 lb uplift at joint 22 and 512 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541253B4Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:44 Page: 1 ID:Wk4Q6saMZQGUOs3XcSjlCtyKbSL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541253B4Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:44 Page: 2 ID:Wk4Q6saMZQGUOs3XcSjlCtyKbSL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =3x10 =4x5 =6x8 =5x6 =4x8 =7x8 =4x6 =4x5 =4x5 =4x5 =6x8 =4x6 =4x5 =4x5 =4x5 =4x6 =7x8 =4x8 =5x6 =6x8 =4x5 =3x10 =3x4 =3x4 =4x6 56 57 58 27 26 50 25 24 23 51 52 53 22 54 21 55 20 19 18 17 59 16 60 15 49 1 61 28 14 62 13 4829122 4730 4 10324531 463 11334495 4334 35 4286364140373938 7 2-8-0 47 -1-14 2-8-0 15-4-10 5-11-0 59-10-8 5-11-0 5-11-0 6-9-10 12 -8-10 6-9-10 53 -11-8 6-5-14 21-10-8 6-5-14 44-5-14 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 19 -0-0 3-0-6 43-10-14 3-0-15 29 -11-4 3-0-15 33 -0-3 3-1-4 47-0-2 3-1-4 15-11-10 4-9-4 58-10-8 4-9-4 5-9-4 7-1-2 12 -10-6 7-1-2 54-1-4 7-8-8 40 -10-8 7-8-8 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 2 -2 -12 5 -1 -15 0 -1 -10 5 -3 -9 7 -2 -2 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-4-0,0-0-12], [4:0-2-0,0-3-0], [5:0-4-0,0-4-8], [7:0-4-4,0-3-0], [9:0-4-0,0-4-8], [10:0-2-0,0-3-0], [11:0-4-0,0-0-12], [12:0-3-0,0-1-8], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.06 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.09 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.01 22 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17 >999 240 BCDL 9.0 Weight: 438 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 12-13,1-2:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 19-8,6-22,23-6,22-7,20-7,8-20,25-3,17-11:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 10-11, 2-28, 12-14. Except: 4-6-0 oc bracing: 27-28, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,16-17. WEBS 1 Row at midpt 6-22, 7-22, 7-20, 8-20, 3-25, 11-17 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=113 (LC 14) Max Uplift 15=-237 (LC 15), 20=-497 (LC 15), 22=-512 (LC 14), 27=-223 (LC 14) Max Grav 15=1252 (LC 40), 20=2847 (LC 40), 22=2847 (LC 40), 27=1252 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/295, 2-3=-923/195, 3-4=-1046/218, 4-6=-1165/371, 6-7=-114/1578, 7-8=-101/1578, 8-10=-1165/371, 10-11=-1046/251, 11-12=-923/211, 12-13=-60/295, 27-28=-1210/311, 2-28=-1243/281, 14-15=-1210/255, 12-14=-1243/262 BOT CHORD 26-27=-152/153, 25-26=-237/795, 23-25=-152/674, 22-23=-510/264, 20-22=-990/382, 19-20=-509/236, 17-19=-74/674, 16-17=-139/795, 15-16=-89/81, 1-28=-197/127, 13-14=-197/127 WEBS 8-19=-202/1148, 9-19=-1064/298, 6-22=-1907/461, 6-23=-202/1148, 5-23=-1064/298, 7-22=-1092/173, 7-20=-1092/165, 8-20=-1907/461, 12-16=-120/875, 2-26=-128/875, 11-16=-356/124, 3-26=-356/126, 10-17=-990/262, 4-25=-990/247, 3-25=-132/302, 11-17=-132/302, 5-25=-207/1120, 9-17=-207/1120 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-11-0, Exterior(2R) 4-11-0 to 10-8-7, Interior (1) 10-8-7 to 28-11-4, Exterior (2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 52-11-8, Exterior(2E) 52-11-8 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 27, 237 lb uplift at joint 15, 512 lb uplift at joint 22 and 497 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541254B5Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:46 Page: 1 ID:Tuf9ZQ?RVaA8bT9aDUlGDryKbK2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541254B5Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:46 Page: 2 ID:Tuf9ZQ?RVaA8bT9aDUlGDryKbK2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =4x12 =M18AHS 8x12 =6x8 =4x6 =7x8 =4x6 =7x8 =7x8 =4x6 =6x8 =M18AHS 8x12 =4x12 =3x4 =4x6 25 50 24 51 23 22 52 21 20 56 19 57 18 58 59 60 17 61 16 15 62 14 63 13 53 54 55 1 64 26 12 65 11 49271024828 472930 84453231 463 9 4433 4334754235413637403938 6 6-9-10 14 -8-10 6-9-10 51-11-8 7-1-14 45-1-14 7-1-14 21 -10 -8 7-11-0 7-11-0 7-11-0 59-10-8 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-1-4 45-0-2 1-1-4 15 -11-10 1-0-0 1-0-0 3-0-6 43-10-14 3-0-6 19 -0-0 3-0-15 29 -11-4 3-0-15 33 -0-3 6-9-4 58-10-8 6-9-4 7-9-4 7-1-2 14 -10-6 7-1-2 52 -1-4 7-8-8 40 -10-8 7-8-8 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -0 -12 5 -11 -15 0 -1 -10 6 -1 -9 6 -4 -2 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[2:0-3-0,0-2-0], [3:0-6-0,0-1-5], [4:0-2-12,0-3-0], [5:0-4-0,0-5-4], [7:0-4-0,0-5-4], [8:0-2-12,0-3-0], [9:0-6-0,0-1-5], [10:0-3-0,0-2-0], [11:Edge,0-2-10], [13:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.06 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.09 14-15 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.01 13 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 23-24 >999 240 BCDL 9.0 Weight: 430 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,10-11:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 17-8,21-4,14-10,2-24,3-24,9-14,8-15,4-23:2x 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-26, 10-12. Except: 5-2-0 oc bracing: 25-26, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-20, 6-18, 7-18, 3-23, 9-15 REACTIONS (size)13=0-5-8, 18=0-5-8, 20=0-5-8, 25=0-5-8 Max Horiz 25=-113 (LC 19) Max Uplift 13=-248 (LC 15), 18=-478 (LC 15), 20=-491 (LC 14), 25=-234 (LC 14) Max Grav 13=1385 (LC 40), 18=2715 (LC 40), 20=2715 (LC 40), 25=1385 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-159/292, 2-3=-1086/223, 3-4=-906/218, 4-6=-445/1372, 6-8=-445/1372, 8-9=-906/243, 9-10=-1086/240, 10-11=-159/292, 25-26=-1316/323, 2-26=-1444/316, 12-13=-1316/287, 10-12=-1444/307 BOT CHORD 24-25=-179/249, 23-24=-239/901, 21-23=-197/906, 20-21=-358/242, 18-20=-825/372, 17-18=-358/214, 15-17=-118/906, 14-15=-142/901, 13-14=-72/210, 1-26=-183/342, 11-12=-183/342 WEBS 7-17=-187/1084, 8-17=-1056/293, 5-20=-1859/464, 5-21=-187/1084, 4-21=-1056/293, 6-20=-1005/151, 6-18=-1005/154, 7-18=-1859/464, 10-14=-80/841, 2-24=-91/841, 3-24=-215/195, 9-14=-215/195, 8-15=-8/342, 4-23=-27/342, 3-23=-326/106, 9-15=-326/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 6-11-0, Exterior(2R) 6-11-0 to 12-8-7, Interior (1) 12-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 50-11-8, Exterior(2R) 50-11-8 to 56-8-15, Interior (1) 56-8-15 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 25, 248 lb uplift at joint 13, 491 lb uplift at joint 20 and 478 lb uplift at joint 18. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541255B6Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:48 Page: 1 ID:PEfdIZpWT2e1BErqKHMqg3yKbCY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541255B6Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:48 Page: 2 ID:PEfdIZpWT2e1BErqKHMqg3yKbCY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x6 =3x4 =4x5 =3x6 =4x8 =5x6 =4x6 =6x8 =4x5 =4x5 =4x5 =7x8 =4x6 =4x5 =4x5 =4x5 =6x8 =4x6 =5x6 =4x8 =3x6 =4x5 =3x6 =3x4 =4x6 54 55 56 59 60 61 25 51 24 52 23 53 22 21 57 20 58 19 18 62 17 63 16 15 64 1 65 26 14 66 13 5027122 49284829113 4730 5 9324531 464 10 44334334864235413637403839 7 4-3-13 9-11-0 4-3-13 54-3-5 5-1-14 21-10-8 5-1-14 43-1-14 5-7-3 59-10-8 5-7-3 5-7-3 6-9-10 16-8-10 6-9-10 49-11-8 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 19 -0-0 3-0-6 43-10-14 3-0-15 29 -11-4 3-0-15 33 -0-3 6-2-6 15-11-10 6-2-6 50 -1-4 7-8-8 40 -10-8 7-8-8 26-8-8 8-9-4 9-9-4 8-9-4 58 -10-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -10 -12 6 -9 -15 0 -1 -10 6 -11 -9 5 -6 -2 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.12 16-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.15 16-18 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.02 15 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 22-24 >999 240 BCDL 9.0 Weight: 429 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-4,10-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 18-8,6-21,22-6,21-7,8-19,19-7,5-24,9-16:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-26, 12-14. Except: 6-0-0 oc bracing: 25-26, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 7-21, 8-19, 7-19 REACTIONS (size)15=0-5-8, 19=0-5-8, 21=0-5-8, 25=0-5-8 Max Horiz 25=113 (LC 18) Max Uplift 15=-262 (LC 15), 19=-459 (LC 15), 21=-479 (LC 14), 25=-243 (LC 14) Max Grav 15=1496 (LC 40), 19=2604 (LC 40), 21=2604 (LC 40), 25=1496 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/294, 2-3=-179/91, 3-4=-1061/254, 4-5=-926/261, 5-6=-528/187, 6-7=-68/1235, 7-8=-52/1235, 8-9=-528/194, 9-10=-926/287, 10-11=-1061/278, 11-12=-179/91, 12-13=-42/294, 25-26=-516/191, 2-26=-535/160, 14-15=-516/168, 12-14=-535/141 BOT CHORD 24-25=-269/904, 22-24=-147/725, 21-22=-287/215, 19-21=-729/338, 18-19=-287/181, 16-18=-81/725, 15-16=-174/904, 1-26=-194/102, 13-14=-194/102 WEBS 8-18=-226/1264, 6-21=-1775/454, 6-22=-225/1264, 7-21=-965/142, 8-19=-1775/454, 11-16=-123/287, 7-19=-965/141, 10-16=-278/98, 4-24=-278/85, 5-22=-999/305, 5-24=-126/550, 9-18=-999/305, 9-16=-88/550, 3-25=-1244/207, 3-24=-123/291, 11-15=-1244/222 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-7-3, Interior (1) 4-7-3 to 8-11-0, Exterior(2R) 8-11-0 to 14-8-7, Interior (1) 14-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 48-11-8, Exterior(2R) 48-11-8 to 54-8-15, Interior (1) 54-8-15 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 15, 479 lb uplift at joint 21, 459 lb uplift at joint 19 and 243 lb uplift at joint 25. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541256B7Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:50 Page: 1 ID:lV3MbHCLA_t9kE0w9BHG_DyKb?7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541256B7Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:50 Page: 2 ID:lV3MbHCLA_t9kE0w9BHG_DyKb?7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =4x8 =4x5 =3x6 =4x5 =7x8 =4x6 =5x6 =5x8 =4x5 =4x5 =7x8 =4x6 =4x5 =4x5 =5x8 =5x6 =4x6 =6x8 =4x5 =3x6 =4x5 =5x8 =3x4 =3x4 =4x6 27 56 26 57 25 585924 23 60 61 62 22 63 21 64 20 65 66 67 19 186869 17 70 16 71 15 1 72 28 14 73 13 29 551225430 31 53325233311 34 51 5 9364935 504 103748473886463945404144 42 437 3-1-14 41-1-14 3-1-14 21-10-8 5-0-1 52-11-9 5-5-11 11-11-0 6-9-10 18-8-10 6-9-10 47-11-8 6-5-5 6-5-5 6-10-15 59 -10 -8 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 2-10-12 18-10-6 2-10-12 43 -10 -14 3-0-15 29 -11-4 3-0-15 33 -0-3 4-2-6 48-1-4 4-2-6 15-11-10 4-10-5 52-11-9 5-3-15 11-9-4 5-5-5 6-5-5 5-10-15 58 -10-8 7-10-2 41-0-2 7-10-2 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -8 -12 7 -7 -15 0 -1 -10 7 -9 -9 4 -8 -2 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[2:0-1-8,0-2-0], [4:0-4-0,0-1-12], [5:0-2-4,0-3-0], [9:0-2-4,0-3-0], [10:0-4-0,0-0-12], [12:0-0-12,0-2-0], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.07 22-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.09 22-23 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.02 15 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 23-25 >999 240 BCDL 9.0 Weight: 446 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-4,10-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 12-13,1-2:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 25-4,23-4,23-6,22-6,22-7,20-7,20-8,19-8,19-1 0,17-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-28, 12-14. Except: 3-8-0 oc bracing: 14-15 4-2-0 oc bracing: 27-28 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-22, 7-22, 7-20, 8-20, 10-19 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=-113 (LC 15) Max Uplift 15=-251 (LC 15), 20=-469 (LC 15), 22=-483 (LC 14), 27=-237 (LC 14) Max Grav 15=1557 (LC 40), 20=2544 (LC 40), 22=2541 (LC 40), 27=1557 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/294, 2-3=-1258/225, 3-4=-993/240, 4-5=-466/145, 5-6=-457/172, 6-7=-90/1219, 7-8=-76/1221, 8-9=-455/183, 9-10=-464/160, 10-11=-979/266, 11-12=-1281/244, 12-13=-85/291, 27-28=-1499/309, 2-28=-1521/281, 14-15=-1492/274, 12-14=-1540/290 BOT CHORD 26-27=-150/152, 25-26=-255/1036, 23-25=-176/829, 22-23=-296/243, 20-22=-715/372, 19-20=-294/213, 17-19=-83/824, 16-17=-154/1038, 15-16=-82/110, 1-28=-196/129, 13-14=-190/173 WEBS 2-26=-124/1096, 12-16=-125/1041, 3-26=-453/114, 3-25=-372/122, 4-25=-35/447, 4-23=-795/207, 5-23=-696/195, 6-23=-252/1359, 6-22=-1727/456, 7-22=-959/147, 7-20=-962/153, 8-20=-1727/456, 8-19=-253/1360, 9-19=-696/188, 10-19=-786/180, 10-17=-39/476, 11-16=-398/118, 11-17=-409/115 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 10-11-0, Exterior(2R) 10-11-0 to 16-8-7, Interior (1) 16-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 46-11-8, Exterior(2R) 46-11-8 to 52-8-15, Interior (1) 52-8-15 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 27, 251 lb uplift at joint 15, 483 lb uplift at joint 22 and 469 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541257B8Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:52 Page: 1 ID:EjaGNzlJg4Ty7OMnEFhwStyKaY1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541257B8Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:52 Page: 2 ID:EjaGNzlJg4Ty7OMnEFhwStyKaY1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =6x8 =4x6 =6x8 =4x6 =M18AHS 8x12 =6x8 =4x6 =6x8 =5x6 =3x4 22 43 21 44 20 19 45 18 46 17 47 16 48 15 49 14 50 13 12 51 11 52 10 91 42232441 4025282639 27 38 28 29 73463637 353031343332 5 6-3-2 6-3-2 6-9-10 19-8-10 6-9-10 44-11-8 6-7-14 51-7-6 6-7-14 12-11-0 6-3-2 57-10-8 9-2-10 38-1-14 9-2-10 28-11-4 0-4-9 32 -4-12 0-1-13 25-10-5 5-7-6 38 -0-2 5-10-2 25-8-8 6-1-14 32 -0-3 6-3-2 6-3-2 6-3-2 57-10-8 6-6-2 51-7-6 6-6-2 12-9-4 7-1-2 19-10 -6 7-1-2 45-1-4 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 8 -5 -15 8 -5 -15 0 -1 -10 8 -7 -9 3 -10 -2 12 -5 -11 Scale = 1:100.4 Plate Offsets (X, Y):[4:0-2-12,0-4-4], [6:0-2-12,0-4-4], [8:0-0-0,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.06 18-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.08 12-14 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 20-21 >999 240 BCDL 9.0 Weight: 443 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 22-1,10-9,21-2,11-8,1-21,9-11,0-0,0-0:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-17, 5-15, 6-15, 3-18, 7-14, 2-20, 8-12 REACTIONS (size)10= Mechanical, 15=0-5-8, 17=0-5-8, 22= Mechanical Max Horiz 22=85 (LC 18) Max Uplift 10=-239 (LC 15), 15=-434 (LC 15), 17=-443 (LC 14), 22=-230 (LC 14) Max Grav 10=1530 (LC 40), 15=2386 (LC 40), 17=2386 (LC 40), 22=1530 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1512/243, 2-3=-1105/250, 3-4=-482/173, 4-5=-70/1029, 5-6=-50/1029, 6-7=-482/161, 7-8=-1104/258, 8-9=-1512/249, 1-22=-1472/248, 9-10=-1472/257 BOT CHORD 21-22=-144/153, 20-21=-278/1304, 18-20=-158/868, 17-18=-34/492, 15-17=-461/320, 14-15=-25/492, 12-14=-104/868, 11-12=-218/1304, 10-11=-36/49 WEBS 2-21=-479/142, 8-11=-479/150, 1-21=-192/1387, 4-17=-1704/431, 5-17=-1021/157, 5-15=-1021/168, 6-15=-1704/430, 9-11=-209/1387, 4-18=-96/941, 6-14=-78/941, 3-20=-46/601, 3-18=-938/202, 7-14=-938/180, 2-20=-614/161, 7-12=-39/601, 8-12=-615/147 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 12-11-0, Exterior(2R) 12-11-0 to 18-8-7, Interior (1) 18-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 44-11-8, Exterior(2R) 44-11-8 to 50-8-15, Interior (1) 50-8-15 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 22, 239 lb uplift at joint 10, 443 lb uplift at joint 17 and 434 lb uplift at joint 15. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541258B9Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:54 Page: 1 ID:1Bkhd4uSAsFTMpJ795FkEoyKaNW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =4x5 =7x8 =7x8 =6x8 =6x8 =4x5 =4x5 =7x8 =4x6 =4x5 =6x8 =4x5 =6x8 =7x8 =7x8 =4x5 =5x6 =3x44649 20 41 19 42 43 18 4445 17 16 47 15 48 14 13 5051 12 52 53 11 54 10 91 402122393823822437 3625 3334 35262728634 73229 30 31 5 6-9-10 21-8-10 6-9-10 42-11-8 7-2-10 36-1-14 7-2-10 28-11-4 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 50-5-0 7-5-8 57-10 -8 0-4-9 32 -4-12 0-1-13 25-10-5 3-7-6 36 -0-2 3-10-2 25-8-8 6-1-14 32 -0-3 7-1-2 21-10-6 7-1-2 43 -1-4 7-3-12 14 -9-4 7-3-12 50-5-0 7-5-8 7-5-8 7-5-8 57-10 -8 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 9 -3 -15 9 -3 -15 0 -1 -10 9 -5 -9 3 -0 -2 12 -5 -11 Scale = 1:100.4 Plate Offsets (X, Y):[2:0-4-0,0-4-12], [4:0-2-8,0-3-8], [6:0-2-8,0-3-8], [8:0-4-0,0-4-12], [12:0-4-0,0-4-8], [18:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.07 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.10 10-11 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 18-19 >999 240 BCDL 9.0 Weight: 455 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-19,8-11,20-1,10-9:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-17, 4-16, 5-16, 5-14, 6-14, 7-13, 8-12 REACTIONS (size)10= Mechanical, 14=0-5-8, 16=0-5-8, 20= Mechanical Max Horiz 20=-87 (LC 10) Max Uplift 10=-243 (LC 15), 14=-435 (LC 15), 16=-443 (LC 14), 20=-235 (LC 14) Max Grav 10=1615 (LC 40), 14=2301 (LC 40), 16=2301 (LC 40), 20=1615 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1710/253, 3-4=-238/149, 4-5=-27/875, 5-6=-9/875, 6-7=-238/130, 7-9=-1710/264, 1-20=-1548/257, 9-10=-1548/265 BOT CHORD 19-20=-147/148, 17-19=-276/1431, 16-17=-92/250, 14-16=-402/314, 13-14=-92/250, 11-13=-221/1431, 10-11=-37/69 WEBS 2-19=-399/178, 2-18=-875/207, 3-18=-73/790, 3-17=-1198/250, 4-17=-145/1116, 4-16=-1668/414, 5-16=-829/111, 5-14=-829/122, 6-14=-1668/414, 6-13=-137/1116, 7-13=-1198/240, 7-12=-70/790, 8-12=-875/203, 8-11=-399/178, 1-19=-189/1456, 9-11=-200/1456 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 14-11-0, Exterior(2R) 14-11-0 to 20-8-7, Interior (1) 20-8-7 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 42-11-8, Exterior(2R) 42-11-8 to 48-8-15, Interior (1) 48-8-15 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 20, 443 lb uplift at joint 16, 435 lb uplift at joint 14 and 243 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541259B10Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:55 Page: 1 ID:ppKQa4p7HCqgUV7kc2dZJqyKaMK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =7x8 =4x5 =4x5 =4x6 =5x8 =5x6 =7x10 =4x5 =6x8 =4x6 =4x5 =7x10 =5x6 =5x8 =4x6 =4x5 =4x5 =7x8 =4x5 =3x4 58 22 43 21 44 45 46 20 19 47 48 49 18 50 17 51 1652 53 54 15 14 55 56 57 13 12 11123422441 2 102540 26 39 382793 28 37 5 7313430 3529364 8 32 33 6 5-2-10 34 -1-14 5-2-10 28-11-4 5-5-3 51-9-14 5-5-3 11-5-14 5-5-2 16-11-0 5-5-2 46-4-10 6-0-10 6-0-10 6-0-10 57-10-8 6-9-10 40-11-8 6-9-10 23-8-10 0-1-0 32-4-12 0-1-12 25-8-8 6-7-4 32-3-12 8-3-12 16 -9-4 8-3-12 49-5-0 8-5-8 8-5-8 8-5-8 57 -10-8 8-8-8 41-1-4 8-9-8 25-6-12 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 10 -1 -15 10 -1 -15 0 -1 -10 10 -3 -9 2 -2 -2 12 -5 -11 Scale = 1:100.8 Plate Offsets (X, Y):[2:0-4-0,0-4-8], [10:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.10 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.14 12-13 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.03 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 19-21 >999 240 BCDL 9.0 Weight: 456 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-21,10-13,22-1,12-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-19, 5-18, 6-18, 6-16, 7-16, 8-15, 9-15, 2-22, 10-12 REACTIONS (size)12= Mechanical, 16=0-5-8, 18=0-5-8, 22= Mechanical Max Horiz 22=-88 (LC 10) Max Uplift 12=-249 (LC 15), 16=-438 (LC 15), 18=-450 (LC 14), 22=-238 (LC 14) Max Grav 12=1635 (LC 40), 16=2306 (LC 21), 18=2306 (LC 20), 22=1635 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1537/297, 3-4=-802/244, 4-5=-618/254, 5-6=0/877, 6-7=0/877, 7-8=-618/264, 8-9=-802/245, 9-11=-1537/313, 1-22=-384/95, 11-12=-384/96 BOT CHORD 21-22=-284/1360, 19-21=-203/1161, 18-19=-360/213, 16-18=-478/284, 15-16=-360/210, 13-15=-155/1161, 12-13=-231/1360 WEBS 2-21=-212/175, 3-21=-53/422, 3-19=-1043/242, 4-19=-435/109, 5-19=-286/1543, 5-18=-1707/459, 6-18=-702/64, 6-16=-702/71, 7-16=-1707/460, 7-15=-272/1543, 8-15=-435/118, 9-15=-1043/237, 9-13=-48/422, 10-13=-212/171, 2-22=-1760/260, 10-12=-1760/277 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-10, Interior (1) 5-11-10 to 16-11-0, Exterior(2R) 16-11-0 to 22-8-7, Interior (1) 22-8-7 to 28-11-4, Exterior(2E) 28-11-4 to 34-1-14, Interior (1) 34-1-14 to 40-11-8, Exterior(2R) 40-11-8 to 46-8-15, Interior (1) 46-8-15 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 18, 438 lb uplift at joint 16, 238 lb uplift at joint 22 and 249 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541260B11Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:56 Page: 1 ID:6LYvGAgrUJId25150tCN1UyKa70-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =7x8 =4x5 =4x5 =4x6 =5x8 =5x6 =7x8 =2x4 =5x6 =7x8 =2x4 =7x8 =5x6 =5x8 =4x6 =4x5 =4x5 =7x8 =4x5 =3x4 59 60 22 45 46 21 47 482049 19 5051 18 52 17 53 16 5455 15 561457 58 13 12 111442343242542 2 10 41264027 933928 3829 5 7323531 3630 374 83334 6 0-2-2 51-10-2 3-2-10 32 -1-14 3-2-10 28 -11-4 6-0-6 57-10 -8 6-2-8 6-2-8 6-9-10 25-8-10 6-9-10 38 -11-8 6-4-13 51-8-0 6-4-13 12-7-5 6-3-11 18-11-0 6-3-11 45-3-3 0-4-10 32-4-12 0-1-14 25-10 -6 3-0-14 32-0-2 3-0-14 28-11-4 6-8-8 39 -1-4 6-11-4 25-8-8 9-3-12 18-9-4 9-3-12 48-5-0 9-5-8 9-5-8 9-5-8 57 -10-8 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 10 -11 -15 10 -11 -15 0 -1 -10 11 -1 -9 1 -4 -2 12 -5 -11 Scale = 1:100.8 Plate Offsets (X, Y):[2:0-3-12,0-4-8], [5:0-2-12,0-3-8], [7:0-2-12,0-3-8], [10:0-3-12,0-4-8], [17:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.14 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.19 12-13 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.04 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 19-21 >999 240 BCDL 9.0 Weight: 480 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-21,10-13,22-1,12-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-19, 5-18, 7-16, 8-15, 9-15, 2-22, 10-12, 6-17, 7-17, 5-17 REACTIONS (size)12= Mechanical, 16=0-5-8, 18=0-5-8, 22= Mechanical Max Horiz 22=85 (LC 18) Max Uplift 12=-274 (LC 15), 16=-353 (LC 15), 18=-364 (LC 14), 22=-262 (LC 14) Max Grav 12=1734 (LC 40), 16=2087 (LC 52), 18=2087 (LC 52), 22=1734 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1770/329, 3-4=-866/259, 4-5=-697/271, 5-6=-44/388, 6-7=-44/381, 7-8=-697/286, 8-9=-866/266, 9-11=-1770/341, 1-22=-306/95, 11-12=-306/96 BOT CHORD 21-22=-322/1574, 19-21=-227/1340, 18-19=-291/221, 16-18=-314/226, 15-16=-291/220, 13-15=-176/1340, 12-13=-265/1574 WEBS 2-21=-187/199, 3-21=-42/485, 3-19=-1213/280, 4-19=-421/114, 5-19=-311/1619, 5-18=-1814/385, 7-16=-1814/376, 7-15=-298/1619, 8-15=-421/116, 9-15=-1213/275, 9-13=-35/485, 10-13=-187/194, 2-22=-2035/298, 10-12=-2035/321, 6-17=-634/0, 7-17=-181/269, 5-17=-181/269 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 6-1-7, Interior (1) 6-1-7 to 18-11-0, Exterior(2R) 18-11-0 to 24-8-7, Interior (1) 24-8-7 to 28-11-4, Exterior(2E) 28-11-4 to 32-1-14, Interior (1) 32-1-14 to 38-11-8, Exterior(2R) 38-11-8 to 44-8-15, Interior (1) 44-8-15 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 18, 353 lb uplift at joint 16, 262 lb uplift at joint 22 and 274 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541261B12Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:58 Page: 1 ID:LNB9OF6AFT1A5jWy4cBlVTyKZvX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =7x8 =4x5 =4x5 =4x6 =5x6 =6x8 =4x5 =7x10 =4x6 =4x5 =6x8 =5x6 =4x6 =4x5 =4x5 =7x8 =4x5 =3x4 41 20 37 38 19 39 40 18 17 42 43 44 16 45 15 46 14 47 48 49 13 5012 51 52 11 53 54 10 91 21 362235 342328 3324 25 3273 3126 528 2927 304 6 6-5-6 6-5-6 6-8-5 51-5-2 6-8-10 13 -1-15 8-0-4 28-11-4 8-0-4 36-11-8 6-5-6 57-10-8 7-9-1 20-11-0 7-9-6 44-8-14 0-2-12 32 -4-12 6-5-8 32 -2-0 7-10-6 17 -7-4 7-10-10 40-3-6 7-10-14 48 -2-4 8-1-4 25-8-8 9-8-4 57-10-8 9-8-14 9-8-14 11 -11 -9 3 -3 -0 3 -3 -0 0 -1 -10 11 -9 -15 11 -9 -15 0 -1 -10 11 -11 -9 Scale = 1:100.3 Plate Offsets (X, Y):[2:0-4-0,0-4-8], [5:0-5-0,0-5-4], [8:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.15 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.21 19-20 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 440 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-1,10-9,2-19,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 7-13, 2-20, 5-14, 8-10, 5-16 WEBS 2 Rows at 1/3 pts 6-14, 4-16 REACTIONS (size)10= Mechanical, 14=0-5-8, 16=0-5-8, 20= Mechanical Max Horiz 20=78 (LC 13) Max Uplift 10=-252 (LC 15), 14=-432 (LC 15), 16=-444 (LC 14), 20=-240 (LC 14) Max Grav 10=1460 (LC 34), 14=2183 (LC 40), 16=2183 (LC 40), 20=1460 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1465/298, 3-4=-761/244, 4-6=0/790, 6-7=-762/263, 7-9=-1466/312, 1-20=-309/100, 9-10=-309/99 BOT CHORD 19-20=-287/1327, 17-19=-174/1086, 16-17=-130/177, 14-16=-748/240, 13-14=-130/162, 11-13=-135/1088, 10-11=-240/1327 WEBS 3-19=-63/528, 3-17=-1370/326, 7-13=-1369/321, 7-11=-56/526, 2-19=-269/168, 2-20=-1694/263, 8-11=-266/160, 6-13=-226/1434, 6-14=-1996/393, 4-17=-232/1434, 5-14=-695/158, 8-10=-1694/286, 4-16=-1996/406, 5-16=-694/159 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 20-11-0, Exterior(2R) 20-11-0 to 28-11-4, Interior (1) 28-11-4 to 36-11-8, Exterior(2R) 36-11-8 to 45-1-11, Interior (1) 45-1-11 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 10, 240 lb uplift at joint 20, 432 lb uplift at joint 14 and 444 lb uplift at joint 16. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541262B13Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:51:59 Page: 1 ID:SpRnWfai4kYDvvIEurD7CNyKZjJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =4x6 =4x5 =7x8 =4x6 =5x6 =6x8 =4x5 =4x6 =4x5 =4x5 =6x8 =5x6 =4x6 =7x8 =4x5 =4x6 =4x5 =3x4 43 20 39 40 19 41 42 18 17 44 45 46 16 47 15 48 14 49 50 51 13 52 12 53 54 11 55 56 10 1 9 21 38 22 3728 23 362435 3 73425 3326 5 30293128 3227 64 6-0-4 28-11-4 6-0-4 34-11-8 6-4-6 6-4-6 6-4-6 57-10-8 8-1-10 51-6-2 8-1-10 14-6-0 8-5-0 22-11-0 8-5-0 43-4-8 0-2-12 32-4-12 6-5-8 32-2-0 7-10 -6 17-7-4 7-10 -10 40-3-6 7-10 -14 48 -2-4 8-1-4 25-8-8 9-8-4 57 -10 -8 9-8-14 9-8-14 12 -9 -9 3 -3 -0 3 -3 -0 0 -1 -10 12 -7 -15 12 -7 -15 0 -1 -10 12 -9 -9 Scale = 1:100.4 Plate Offsets (X, Y):[3:0-4-0,0-5-0], [7:0-4-0,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.15 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.21 19-20 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 450 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-1,10-9,2-19,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 5-14, 7-13, 2-20, 3-17, 8-10, 6-13 WEBS 2 Rows at 1/3 pts 4-16, 6-14 REACTIONS (size)10= Mechanical, 14=0-5-8, 16=0-5-8, 20= Mechanical Max Horiz 20=86 (LC 11) Max Uplift 10=-253 (LC 15), 14=-436 (LC 15), 16=-451 (LC 14), 20=-238 (LC 14) Max Grav 10=1408 (LC 34), 14=2306 (LC 40), 16=2306 (LC 40), 20=1408 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-138/97, 2-4=-1456/294, 4-5=0/716, 5-6=0/716, 6-8=-1459/317, 8-9=-138/98, 1-20=-304/92, 9-10=-304/92 BOT CHORD 19-20=-302/1309, 17-19=-160/996, 16-17=-245/208, 14-16=-694/245, 13-14=-245/199, 11-13=-115/995, 10-11=-249/1309 WEBS 2-19=-274/188, 3-19=-83/555, 4-17=-321/1692, 5-16=-513/114, 5-14=-513/114, 7-13=-1515/379, 2-20=-1693/280, 8-11=-274/181, 3-17=-1516/383, 7-11=-77/555, 8-10=-1694/302, 4-16=-2111/428, 6-13=-316/1693, 6-14=-2112/413 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 6-2-12, Interior (1) 6-2-12 to 22-11-0, Exterior(2R) 22-11-0 to 31-1-3, Interior (1) 31-1-3 to 34-11-8, Exterior(2R) 34-11-8 to 43-1-11, Interior (1) 43-1-11 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 10, 451 lb uplift at joint 16, 436 lb uplift at joint 14 and 238 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541263B14Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:00 Page: 1 ID:T3mvKP2f2QFHNFuSrhtzTPyKZg7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =7x8 =4x6 =5x6 =6x8 =4x6 =6x8 =5x6 =4x6 =7x8 =3x4 41 20 37 38 19 39 40 18 17 42 43 44 16 45 15 46 14 47 48 49 13 5012 51 52 11 53 54 10 1 9 21 362235 23 3428 3324 25 3273 3126 4 6273028295 6-5-6 6-5-6 6-8-5 51-5-2 6-8-10 13-1-15 7-11-4 28-11-4 7-11-4 36-10-8 6-5-6 57 -10 -8 7-10-1 21 -0-0 7-10-6 44 -8-14 0-2-12 32-4-12 6-5-8 32-2-0 7-10-6 17 -7-4 7-10-10 40-3-6 7-10 -14 48 -2-4 8-1-4 25-8-8 9-8-4 57 -10-8 9-8-14 9-8-14 3 -3 -0 3 -3 -0 12 -0 -0 Scale = 1:97.3 Plate Offsets (X, Y):[2:0-4-0,0-4-8], [8:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.15 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.21 19-20 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 441 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-1,10-9,2-19,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-13, 2-20, 3-17, 8-10, 5-16 WEBS 2 Rows at 1/3 pts 4-16, 6-14 REACTIONS (size)10= Mechanical, 14=0-5-8, 16=0-5-8, 20= Mechanical Max Horiz 20=88 (LC 11) Max Uplift 10=-251 (LC 15), 14=-433 (LC 15), 16=-445 (LC 14), 20=-239 (LC 14) Max Grav 10=1449 (LC 34), 14=2197 (LC 40), 16=2197 (LC 40), 20=1449 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1458/292, 3-4=-757/242, 4-5=0/798, 5-6=0/798, 6-7=-758/264, 7-9=-1459/310, 1-20=-309/99, 9-10=-309/99 BOT CHORD 19-20=-283/1316, 17-19=-172/1080, 16-17=-143/180, 14-16=-756/244, 13-14=-143/166, 11-13=-134/1083, 10-11=-239/1315 WEBS 2-19=-268/166, 3-19=-61/528, 4-17=-235/1445, 5-14=-689/156, 7-13=-1380/326, 2-20=-1679/267, 8-11=-265/159, 3-17=-1381/330, 7-11=-55/526, 8-10=-1679/284, 4-16=-2001/408, 6-13=-231/1444, 6-14=-2001/395, 5-16=-689/156 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 21-0-0, Exterior(2R) 21-0-0 to 28-11-4, Interior (1) 28-11-4 to 36-10-8, Exterior(2R) 36-10-8 to 45-0-11, Interior (1) 45-0-11 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 10, 433 lb uplift at joint 14, 239 lb uplift at joint 20 and 445 lb uplift at joint 16. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541264B15Hip413335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:01 Page: 1 ID:dYsWIoT6xtSvN_AuYhStaayKZd?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x6 =3x4 =6x8 =4x6 =5x6 =6x8 =4x6 =6x8 =5x6 =4x6 =6x8 =3x6 =3x4 =4x6 23 42 43 22 44 45 21 20 19 50 18 51 17 52 53 54 16 5515 56 57 14 58 59 13 46 47 48 49 1 60 24 12 61 11 25 41102 26 4027392839 3829 373084 3631 75323533346 0-0-11 7-3-4 0-0-11 52 -8-0 6-10-11 52-7-4 6-10 -12 14-1-15 7-2-8 7-2-8 7-11-4 29-11-4 7-11-4 37-10-8 7-2-8 59 -10-8 7-10-1 22 -0-0 7-10-1 45 -8-9 1-0-0 59-10-8 1-0-0 1-0-0 2-7-8 18-7-2 2-7-8 43-10-14 3-2-12 33-2-0 3-2-12 29 -11-4 5-2-12 15-11-10 5-2-12 49-1-10 8-1-6 41-3-6 8-1-6 26-8-8 9-8-14 58-10-8 9-8-14 10-8-14 12 -0 -0 0 -10 -0 2 -0 -0 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 9 -0 -13 12 -0 -0 Scale = 1:103.8 Plate Offsets (X, Y):[3:0-1-12,0-3-0], [8:0-0-0,0-0-0], [9:0-1-12,0-3-0], [11:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.15 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.20 22-23 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 13 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 20-22 >999 240 BCDL 9.0 Weight: 439 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,10-11:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 23-2,13-10,3-22,9-14:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7, 2-24, 10-12. Except: 6-0-0 oc bracing: 23-24, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 4-20, 6-17, 9-13, 8-16, 6-19 WEBS 2 Rows at 1/3 pts 7-17, 5-19 REACTIONS (size)13=0-5-8, 17=0-5-8, 19=0-5-8, 23=0-5-8 Max Horiz 23=105 (LC 18) Max Uplift 13=-288 (LC 15), 17=-421 (LC 15), 19=-442 (LC 14), 23=-267 (LC 14) Max Grav 13=1582 (LC 34), 17=2188 (LC 40), 19=2188 (LC 40), 23=1582 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-64/288, 2-4=-1459/307, 4-5=-773/254, 5-6=0/779, 6-7=0/779, 7-8=-772/294, 8-10=-1459/339, 10-11=-64/288, 23-24=-445/223, 2-24=-496/206, 12-13=-445/196, 10-12=-496/196 BOT CHORD 22-23=-298/1309, 20-22=-183/1093, 19-20=-135/205, 17-19=-737/236, 16-17=-135/160, 14-16=-112/1093, 13-14=-218/1309, 1-24=-182/147, 11-12=-182/147 WEBS 3-22=-250/170, 4-22=-64/512, 3-23=-1602/203, 4-20=-1375/335, 8-14=-54/512, 9-14=-250/160, 7-16=-234/1442, 7-17=-1988/385, 5-20=-240/1442, 6-17=-689/155, 9-13=-1602/235, 5-19=-1988/408, 8-16=-1375/328, 6-19=-689/155 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 21-0-0, Exterior(2R) 21-0-0 to 28-11-4, Interior (1) 28-11-4 to 36-10-8, Exterior(2R) 36-10-8 to 45-0-11, Interior (1) 45-0-11 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 13, 267 lb uplift at joint 23, 421 lb uplift at joint 17 and 442 lb uplift at joint 19. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541265B16Common1113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:02 Page: 1 ID:gBpAYJatIQfQ2JWNzZxhvfyKZPy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =4x6 =4x5 =7x8 =4x6 =5x6 =6x8 =4x5 =4x6 =4x5 =4x5 =6x8 =5x6 =4x6 =7x8 =4x5 =4x6 =4x5 =3x4 41 20 37 38 19 39 40 18 17 42 43 44 16 45 15 46 14 47 48 49 13 50 12 51 52 11 53 54 10 91 21 362235282334 24 33 25 3273 26 31 528 2927 304 6 6-4-6 6-4-6 7-0-12 36-0-0 7-0-12 28-11-4 7-4-8 21 -10 -8 7-4-8 43-4-8 6-4-6 57-10-8 8-1-10 51-6-2 8-1-10 14 -6-0 0-2-12 32-4-12 6-5-8 32 -2-0 7-10-6 17-7-4 7-10-10 40-3-6 7-10-14 48-2-4 8-1-4 25-8-8 9-8-4 57-10-8 9-8-14 9-8-14 12 -4 -6 3 -3 -0 3 -3 -0 0 -1 -10 12 -2 -12 12 -2 -12 0 -1 -10 12 -4 -6 Scale = 1:100.4 Plate Offsets (X, Y):[3:0-4-0,0-4-12], [7:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.15 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.21 19-20 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 446 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-1,10-9,2-19,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-14, 7-13, 2-20, 3-17, 8-10 WEBS 2 Rows at 1/3 pts 4-16, 6-14 REACTIONS (size)10= Mechanical, 14=0-5-8, 16=0-5-8, 20= Mechanical Max Horiz 20=87 (LC 11) Max Uplift 10=-252 (LC 15), 14=-433 (LC 15), 16=-446 (LC 14), 20=-239 (LC 14) Max Grav 10=1433 (LC 34), 14=2246 (LC 40), 16=2246 (LC 40), 20=1433 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-136/119, 2-4=-1459/297, 4-5=0/762, 5-6=0/762, 6-8=-1462/317, 8-9=-136/119, 1-20=-303/89, 9-10=-303/90 BOT CHORD 19-20=-298/1338, 17-19=-150/982, 16-17=-182/191, 14-16=-726/242, 13-14=-182/181, 11-13=-109/982, 10-11=-251/1338 WEBS 2-19=-339/194, 3-19=-89/599, 4-17=-291/1610, 5-16=-611/140, 5-14=-611/140, 7-13=-1466/357, 2-20=-1733/286, 8-11=-338/188, 3-17=-1467/361, 7-11=-84/600, 8-10=-1733/304, 4-16=-2032/411, 6-13=-287/1611, 6-14=-2032/398 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 6-2-12, Interior (1) 6-2-12 to 21-10-8, Exterior(2R) 21-10-8 to 30-0-11, Interior (1) 30-0-11 to 36-0-0, Exterior(2R) 36-0-0 to 44-2-3, Interior (1) 44-2-3 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 10, 446 lb uplift at joint 16, 433 lb uplift at joint 14 and 239 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541266B17Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:03 Page: 1 ID:2fTc_aJe4s7M91ooC0?g4KyKZMQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =7x8 =4x6 =6x8 =7x8 =5x6 =7x8 =7x8 =6x8 =4x6 =7x8 =3x4 55 56 22 39 40 21 41 422043 1944 45 46 18 47 17 48 16 49 50 5115 521453 54 13 12 111 23 38 24 37210 25 36 932635 3427 75322928 334 831306 2-3-2 28-11-4 2-3-2 31-2-6 6-2-8 6-2-8 6-2-8 57-10 -8 6-9-10 26-8-2 6-9-10 38 -0-0 6-4-13 51-8-0 6-4-13 12-7-5 7-3-3 19-10-8 7-3-3 45 -3-3 0-4-8 32-4-12 0-1-12 25-10-4 3-1-0 28-11-4 3-1-0 32 -0-4 6-8-8 39 -1-4 6-11-4 25-8-8 9-3-12 18-9-4 9-3-12 48-5-0 9-5-8 57 -10-8 9-5-8 9-5-8 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 11 -4 -12 11 -4 -12 0 -1 -10 11 -6 -6 0 -11 -5 12 -5 -11 Scale = 1:100.8 Plate Offsets (X, Y):[2:0-4-0,0-4-8], [5:0-3-8,0-3-8], [7:0-3-8,0-3-8], [10:0-4-0,0-4-8], [17:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.14 21-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.19 21-22 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.04 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 19-21 >999 240 BCDL 9.0 Weight: 482 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 22-1,12-11,2-21,10-13:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. WEBS 1 Row at midpt 2-22, 10-12, 6-17, 3-19, 9-15, 5-17, 7-17, 7-16, 5-18, 4-18, 8-16 REACTIONS (size)12= Mechanical, 16=0-5-8, 18=0-5-8, 22= Mechanical Max Horiz 22=-88 (LC 10) Max Uplift 12=-241 (LC 15), 16=-438 (LC 15), 18=-448 (LC 14), 22=-231 (LC 14) Max Grav 12=1584 (LC 40), 16=2228 (LC 21), 18=2228 (LC 20), 22=1584 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1600/277, 3-4=-729/202, 4-5=0/596, 5-6=0/581, 6-7=0/581, 7-8=0/596, 8-9=-729/209, 9-11=-1600/292, 1-22=-306/97, 11-12=-306/97 BOT CHORD 21-22=-280/1433, 19-21=-178/1203, 18-19=-31/381, 16-18=-562/297, 15-16=-28/381, 13-15=-129/1203, 12-13=-227/1433 WEBS 2-21=-201/159, 3-21=-49/494, 10-13=-201/155, 2-22=-1852/255, 10-12=-1852/271, 6-17=-644/0, 9-13=-44/494, 3-19=-1308/311, 9-15=-1308/307, 5-17=-64/280, 7-17=-64/280, 7-16=-683/157, 5-18=-683/153, 4-18=-1840/375, 8-16=-1840/363, 8-15=-175/1266, 4-19=-177/1266 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 6-1-7, Interior (1) 6-1-7 to 19-10-8, Exterior(2R) 19-10-8 to 25-7-15, Interior (1) 25-7-15 to 28-11-4, Exterior(2E) 28-11-4 to 31-2-6, Interior (1) 31-2-6 to 38-0-0, Exterior(2R) 38-0-0 to 43-9-7, Interior (1) 43-9-7 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 12, 231 lb uplift at joint 22, 438 lb uplift at joint 16 and 448 lb uplift at joint 18. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541267B18Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:04 Page: 1 ID:zm8yvyem4fvBGSurN_yPGXyKZI6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x5 =7x8 =4x5 =4x5 =4x6 =5x8 =5x6 =7x10 =4x5 =6x8 =4x6 =4x5 =7x10 =5x6 =5x8 =4x6 =4x5 =4x5 =7x8 =4x5 =3x4 60 22 45 21 46 47 48 20 19 49 50 5118 52 17 53 1654 55 56 15 14 57 58 59 13 12 1 112344 24 432542 2 1026412740 932839 3829 753532 3631 3730 84 3433 6 4-3-2 28-11-4 4-3-2 33 -2-6 5-5-3 51-9-14 5-5-3 11-5-14 6-0-10 6-0-10 6-0-10 57-10-8 6-9-10 24-8-2 6-9-10 40-0-0 6-4-10 17-10-8 6-4-10 46-4-10 0-1-0 32-4-12 0-1-12 25-8-8 6-7-4 32 -3-12 8-3-12 16-9-4 8-3-12 49-5-0 8-5-8 57 -10-8 8-5-8 8-5-8 8-8-8 41-1-4 8-9-8 25-6-12 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 10 -6 -12 10 -6 -12 0 -1 -10 10 -8 -6 1 -9 -5 12 -5 -11 Scale = 1:100.8 Plate Offsets (X, Y):[2:0-3-12,0-4-8], [10:0-3-12,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.10 21-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.14 21-22 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.03 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 19-21 >999 240 BCDL 9.0 Weight: 461 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 22-1,12-11,10-13,2-21:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 7-16, 10-12, 9-15, 3-19, 2-22, 6-16, 4-19, 8-15 REACTIONS (size)12= Mechanical, 16=0-5-8, 18=0-5-8, 22= Mechanical Max Horiz 22=88 (LC 13) Max Uplift 12=-254 (LC 15), 16=-435 (LC 15), 18=-447 (LC 14), 22=-242 (LC 14) Max Grav 12=1642 (LC 40), 16=2302 (LC 21), 18=2302 (LC 20), 22=1642 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1589/302, 3-4=-884/253, 4-5=-680/277, 5-6=0/781, 6-7=0/781, 7-8=-680/292, 8-9=-884/256, 9-11=-1589/319, 1-22=-353/97, 11-12=-353/97 BOT CHORD 21-22=-287/1404, 19-21=-214/1235, 18-19=-442/227, 16-18=-441/269, 15-16=-442/225, 13-15=-166/1235, 12-13=-235/1404 WEBS 3-21=-45/383, 5-19=-333/1723, 5-18=-1774/476, 6-18=-602/35, 7-16=-1774/477, 9-13=-39/383, 10-13=-162/174, 2-21=-162/178, 10-12=-1817/282, 9-15=-1097/257, 7-15=-318/1723, 3-19=-1097/262, 2-22=-1817/264, 6-16=-602/41, 4-19=-446/123, 8-15=-446/126 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-10, Interior (1) 5-11-10 to 17-10-8, Exterior(2R) 17-10-8 to 23-7-15, Interior (1) 23-7-15 to 28-11-4, Exterior(2E) 28-11-4 to 33-2-6, Interior (1) 33-2-6 to 40-0-0, Exterior(2R) 40-0-0 to 45-9-7, Interior (1) 45-9-7 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 22, 447 lb uplift at joint 18, 435 lb uplift at joint 16 and 254 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541268B19Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:05 Page: 1 ID:jkf7Xas?g4HbZAenP8CYVPyKZDz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =4x5 =7x8 =7x10 =5x6 =7x8 =4x5 =6x8 =4x6 =4x5 =7x8 =5x6 =7x10 =7x8 =4x5 =5x6 =3x4 18 37 17 38 39 16 40 41 42 15 43 14 44 13 45 46 47 12 48 49 11 50 10 1 9 3619 20 3582 21 343322 30 3132323242546 72629 27 28 5 6-3-2 28-11-4 6-9-10 22-8-2 6-9-10 42-0-0 6-3-2 35-2-6 7-5-8 7-5-8 8-5-0 15-10-8 8-5-0 50-5-0 7-5-8 57-10 -8 0-4-9 32 -4-12 0-1-13 25-10-5 6-1-14 32 -0-3 7-3-12 14 -9-4 7-3-12 50-5-0 7-5-8 57-10 -8 7-5-8 7-5-8 10-8-8 43-1-4 10 -11-4 25-8-8 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 9 -8 -12 9 -8 -12 0 -1 -10 9 -10 -6 2 -7 -5 12 -5 -11 Scale = 1:100.4 Plate Offsets (X, Y):[2:0-4-0,0-5-0], [4:0-3-8,0-3-8], [6:0-3-8,0-3-8], [8:0-4-0,0-5-0], [12:0-4-8,0-4-8], [16:0-4-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.17 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.25 12-13 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.01 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 16-17 >999 240 BCDL 9.0 Weight: 436 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 18-1,10-9,2-17,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-15, 5-15, 5-13, 6-13, 8-12, 3-16, 7-12 REACTIONS (size)10= Mechanical, 13=0-5-8, 15=0-5-8, 18= Mechanical Max Horiz 18=85 (LC 14) Max Uplift 10=-249 (LC 15), 13=-431 (LC 15), 15=-441 (LC 14), 18=-239 (LC 14) Max Grav 10=1616 (LC 40), 13=2300 (LC 40), 15=2300 (LC 40), 18=1616 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1684/271, 3-4=-820/291, 4-5=-2/898, 5-6=0/898, 6-7=-820/304, 7-9=-1684/279, 1-18=-1547/264, 9-10=-1547/274 BOT CHORD 17-18=-145/150, 15-17=-294/1453, 13-15=-459/299, 11-13=-237/1453, 10-11=-35/65 WEBS 2-17=-427/166, 2-16=-932/237, 4-15=-1644/456, 5-15=-777/87, 5-13=-777/97, 6-13=-1644/455, 8-11=-427/166, 1-17=-201/1486, 8-12=-932/230, 9-11=-220/1486, 3-16=-425/151, 7-12=-425/140, 6-12=-267/1491, 4-16=-281/1491 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 15-10-8, Exterior(2R) 15-10-8 to 21-7-15, Interior (1) 21-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 42-0-0, Exterior(2R) 42-0-0 to 47-9-7, Interior (1) 47-9-7 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 10, 239 lb uplift at joint 18, 441 lb uplift at joint 15 and 431 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541269B20Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:07 Page: 1 ID:mQj5SeAwbmGxu2ROpd6GThyKZ8O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =4x5 =4x5 =4x8 =5x6 =4x6 =7x8 =2x4 =4x5 =7x10 =4x6 =4x5 =2x4 =7x8 =4x6 =5x6 =4x8 =4x5 =4x5 =5x6 =3x445 22 39 21 40 20 19 41 18 42 17 43 16 44 15 14 46 13 12 47 11 48 10 1 9 23 52 24 51822550 26 49 27 2829 3637 38346 7303531343233 5 6-9-10 44-0-0 6-9-10 20-8-2 6-5-0 13-10-8 6-5-0 50-5-0 7-5-8 7-5-8 8-3-2 28-11-4 8-3-2 37-2-6 7-5-8 57-10 -8 0-4-9 32 -4-12 0-1-13 25-10-5 4-7-14 37-0-10 4-10-10 25-8-8 6-1-14 32 -0-3 6-3-4 13 -8-12 6-3-4 50-5-0 7-1-2 44 -1-12 7-1-2 20-9-14 7-5-8 57-10 -8 7-5-8 7-5-8 12 -5 -11 3 -3 -0 3 -3 -0 0 -1 -10 8 -10 -12 8 -10 -12 0 -1 -10 9 -0 -6 3 -5 -5 12 -5 -11 Scale = 1:100.4 Plate Offsets (X, Y):[4:0-2-8,0-3-12], [6:0-2-8,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.07 21-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)-0.09 21-22 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.01 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 20-21 >999 240 BCDL 9.0 Weight: 450 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 22-1,10-9,2-21,8-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 4-17, 5-17, 5-15, 6-15, 8-12, 7-12, 3-20 REACTIONS (size)10= Mechanical, 15=0-5-8, 17=0-5-8, 22= Mechanical Max Horiz 22=87 (LC 13) Max Uplift 10=-244 (LC 15), 15=-435 (LC 15), 17=-444 (LC 14), 22=-234 (LC 14) Max Grav 10=1524 (LC 40), 15=2392 (LC 40), 17=2392 (LC 40), 22=1524 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1577/251, 2-3=-993/258, 3-4=-782/267, 4-5=-50/1080, 5-6=-30/1080, 6-7=-782/282, 1-22=-1455/257, 9-10=-1455/267, 7-8=-993/264, 8-9=-1577/264 BOT CHORD 21-22=-147/148, 20-21=-272/1301, 18-20=-126/303, 17-18=-124/305, 15-17=-545/309, 14-15=-124/305, 12-14=-126/303, 11-12=-219/1301, 10-11=-37/72 WEBS 2-21=-361/182, 2-20=-804/183, 4-17=-1674/421, 5-17=-979/136, 5-15=-979/145, 6-15=-1674/422, 8-11=-361/182, 1-21=-186/1318, 8-12=-804/178, 9-11=-199/1318, 4-18=0/348, 6-14=0/348, 7-12=-374/103, 3-20=-374/101, 6-12=-203/1090, 4-20=-220/1090 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 13-10-8, Exterior(2R) 13-10-8 to 19-7-15, Interior (1) 19-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 44-0-0, Exterior(2R) 44-0-0 to 49-9-7, Interior (1) 49-9-7 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 10, 234 lb uplift at joint 22, 444 lb uplift at joint 17 and 435 lb uplift at joint 15. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541270B21Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:08 Page: 1 ID:Texjn4du7E7LYqUSQ4ctUuyKYwu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =6x8 =4x6 =5x6 =5x8 =7x8 =4x6 =5x8 =5x6 =4x6 =6x8 =5x6 =3x4 24 45 23 46 22 2147 20 48 49 50 19 51 18 52 17 53 54 55 16 5615 14 57 13 58 12 1 1125442643 27 42210 28 41 39 408329304 9383175373233363435 6 2-2-9 20-10-11 2-2-9 39-2-6 5-7-6 51-7-6 5-7-6 11-10-8 6-3-2 6-3-2 6-3-2 57-10-8 6-9-10 18-8-2 6-9-10 46-0-0 8-0-9 28-11-4 8-0-9 36 -11-13 0-1-13 32-2-0 0-1-13 25-10-5 5-5-10 51-7-6 5-5-10 11-8-12 6-1-14 32-0-3 6-3-2 6-3-2 6-3-2 57-10-8 6-10-10 25 -8-8 6-10 -10 39-0-10 7-1-2 46-1-12 7-1-2 18-9-14 12 -5 -11 3 -3 -0 0 -1 -10 8 -0 -12 8 -0 -12 0 -1 -10 8 -2 -6 4 -3 -5 12 -5 -11 Scale = 1:99.4 Plate Offsets (X, Y):[4:0-2-4,0-3-0], [8:0-2-4,0-3-0], [10:0-0-0,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.06 20-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.08 14-16 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.02 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 22 >999 240 BCDL 9.0 Weight: 459 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 24-1,12-11,23-2,13-10,1-23,11-13:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 6-17, 5-19, 7-17, 9-16, 3-20 REACTIONS (size)12=0-5-8, 17=0-5-8, 19=0-5-8, 24=0-5-8 Max Horiz 24=87 (LC 11) Max Uplift 12=-228 (LC 15), 17=-459 (LC 15), 19=-467 (LC 14), 24=-220 (LC 14) Max Grav 12=1441 (LC 40), 17=2475 (LC 40), 19=2475 (LC 40), 24=1441 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1386/222, 2-3=-1038/242, 3-4=-420/151, 4-5=-340/163, 5-6=-79/1103, 6-7=-66/1103, 7-8=-340/139, 8-9=-420/140, 9-10=-1038/253, 10-11=-1386/232, 1-24=-1382/239, 11-12=-1382/247 BOT CHORD 23-24=-145/150, 22-23=-256/1180, 20-22=-163/841, 19-20=-206/236, 17-19=-637/351, 16-17=-206/236, 14-16=-111/841, 13-14=-200/1180, 12-13=-36/52 WEBS 2-23=-430/132, 10-13=-429/137, 1-23=-178/1245, 6-19=-914/134, 6-17=-914/150, 11-13=-188/1245, 5-19=-1736/450, 7-17=-1736/450, 2-22=-534/151, 10-14=-534/134, 9-14=-44/559, 8-16=-622/137, 3-22=-55/559, 4-20=-622/161, 5-20=-210/1302, 7-16=-209/1302, 9-16=-882/191, 3-20=-882/223 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 11-10-8, Exterior(2R) 11-10-8 to 17-7-15, Interior (1) 17-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 46-0-0, Exterior(2R) 46-0-0 to 51-7-6, Interior (1) 51-7-6 to 57-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 24, 228 lb uplift at joint 12, 467 lb uplift at joint 19 and 459 lb uplift at joint 17. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541271B22Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:09 Page: 1 ID:VfjqdjVgVSTL_T1KtWFmhTyKYlR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =3x10 =4x5 =3x6 =4x5 =6x8 =4x6 =6x8 =5x8 =4x5 =4x5 =7x8 =4x6 =4x5 =4x5 =5x8 =6x8 =4x6 =6x8 =4x5 =3x6 =4x5 =5x8 =3x4 =3x4 =4x6 27 54 26 55 25 5657 24 23 58 59 60 22 61 21 62 20 63 64 65 19 18 6667 17 68 16 69 15 1 70 28 14 71 13 29 53122 30 5251313231133505935483449410 36 47374668384539444043 41 42 7 4-2-6 42-2-6 4-2-6 21 -10-8 3-11-9 52-11-9 4-5-3 10 -10 -8 6-9-10 49-0-0 6-9-10 17 -8-2 6-5-5 6-5-5 6-10-15 59 -10 -8 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-10 -4 17-9-14 1-10-4 43 -10-14 1-0-0 59-10-8 1-0-0 1-0-0 3-0-15 29 -11-4 3-0-15 33 -0-3 3-9-13 52-11-9 4-3-7 10-8-12 5-2-14 49-1-12 5-2-14 15-11-10 5-5-5 6-5-5 5-10-15 58 -10-8 8-10-10 42-0-10 8-10-10 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -3 -9 7 -2 -12 0 -1 -10 7 -4 -6 5 -1 -5 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [4:0-4-0,0-0-12], [10:0-4-0,0-0-12], [12:0-0-12,0-2-8], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.10 22-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.13 22-23 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.01 15 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 23-25 >999 240 BCDL 9.0 Weight: 444 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-4,10-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 23-6,22-6,22-7,20-7,20-8,19-8,23-4,19-10:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-28, 12-14. Except: 3-7-0 oc bracing: 14-15 4-1-0 oc bracing: 27-28 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-22, 7-20, 8-20, 4-23, 10-19 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=113 (LC 14) Max Uplift 15=-248 (LC 15), 20=-474 (LC 15), 22=-488 (LC 14), 27=-234 (LC 14) Max Grav 15=1504 (LC 40), 20=2597 (LC 40), 22=2595 (LC 40), 27=1504 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-69/292, 2-3=-1188/220, 3-4=-988/246, 4-5=-564/155, 5-6=-612/194, 6-7=-98/1283, 7-8=-84/1283, 8-9=-610/214, 9-10=-562/173, 10-11=-978/271, 11-12=-1210/240, 12-13=-91/290, 27-28=-1443/309, 2-28=-1476/284, 14-15=-1437/275, 12-14=-1494/290 BOT CHORD 26-27=-152/162, 25-26=-248/964, 23-25=-192/846, 22-23=-336/246, 20-22=-758/378, 19-20=-334/220, 17-19=-99/842, 16-17=-149/968, 15-16=-80/120, 1-28=-193/139, 13-14=-188/189 WEBS 3-26=-419/105, 11-16=-369/113, 2-26=-112/998, 3-25=-310/111, 6-23=-278/1415, 6-22=-1728/460, 7-22=-985/153, 7-20=-988/157, 8-20=-1728/460, 8-19=-279/1415, 12-16=-116/951, 11-17=-354/106, 9-19=-750/230, 10-17=-47/427, 5-23=-751/223, 4-25=-42/393, 4-23=-657/188, 10-19=-649/159 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 9-10-8, Exterior(2R) 9-10-8 to 15-7-15, Interior (1) 15-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 48-0-0, Exterior(2R) 48-0-0 to 53-9-7, Interior (1) 53-9-7 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 27, 248 lb uplift at joint 15, 488 lb uplift at joint 22 and 474 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541272B23Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:10 Page: 1 ID:cyg185oLuXCz40gYAa70aKyKYfu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541272B23Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:10 Page: 2 ID:cyg185oLuXCz40gYAa70aKyKYfu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x6 =3x4 =4x5 =3x6 =4x8 =5x6 =6x8 =4x6 =4x5 =4x5 =4x5 =7x8 =4x6 =4x5 =4x5 =4x5 =4x6 =6x8 =5x6 =4x8 =3x6 =4x5 =3x6 =3x4 =4x6 57 58 59 25 48 24 4950 2351 22 21 55 20 56 19 18 6017 6162 16 63 15 52 53 54 1 64 26 14 65 13 4727122 28 46311293045 5 9324331 444 10 33 42 34 4168354036393738 7 4-5-4 59-10 -8 4-5-4 4-5-4 4-5-4 55-5-4 4-5-4 8-10-8 6-2-6 44-2-6 6-2-6 21-10-8 6-9-10 15-8-2 6-9-10 51-0-0 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 19 -0-0 3-0-6 43-10-14 3-0-15 29 -11-4 3-0-15 33 -0-3 7-2-14 51-1-12 7-2-14 15-11-10 7-8-8 40 -10-8 7-8-8 26-8-8 7-8-12 58-10-8 7-8-12 8-8-12 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -5 -9 6 -4 -12 0 -1 -10 6 -6 -6 5 -11 -5 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.15 22-24 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.21 22-24 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.02 15 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 22-24 >999 240 BCDL 9.0 Weight: 425 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-4,10-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 18-8,6-21,22-6,21-7,8-19,5-24,9-16,19-7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-26, 12-14. Except: 6-0-0 oc bracing: 25-26, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 7-21, 8-19, 7-19 REACTIONS (size)15=0-5-8, 19=0-5-8, 21=0-5-8, 25=0-5-8 Max Horiz 25=113 (LC 18) Max Uplift 15=-259 (LC 15), 19=-465 (LC 15), 21=-484 (LC 14), 25=-240 (LC 14) Max Grav 15=1450 (LC 40), 19=2650 (LC 40), 21=2650 (LC 40), 25=1450 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/297, 2-3=-97/96, 3-4=-1072/247, 4-5=-937/254, 5-6=-523/177, 6-7=-73/1275, 7-8=-57/1275, 8-9=-523/177, 9-10=-937/278, 10-11=-1072/267, 11-12=-97/96, 12-13=-40/297, 25-26=-389/162, 2-26=-375/122, 14-15=-389/144, 12-14=-375/103 BOT CHORD 24-25=-254/780, 22-24=-183/832, 21-22=-303/221, 19-21=-763/343, 18-19=-303/189, 16-18=-117/832, 15-16=-156/780, 1-26=-197/57, 13-14=-197/57 WEBS 8-18=-203/1217, 6-21=-1824/455, 6-22=-203/1217, 7-21=-972/145, 8-19=-1824/455, 3-24=0/401, 11-16=0/401, 9-18=-985/314, 5-22=-985/313, 5-24=-99/441, 9-16=-60/441, 7-19=-972/142, 4-24=-273/92, 10-16=-273/104, 3-25=-1270/223, 11-15=-1270/236 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 7-10-8, Exterior(2R) 7-10-8 to 13-7-15, Interior (1) 13-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 50-0-0, Exterior(2R) 50-0-0 to 55-9-7, Interior (1) 55-9-7 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 15, 484 lb uplift at joint 21, 465 lb uplift at joint 19 and 240 lb uplift at joint 25. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541273B24Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:12 Page: 1 ID:tVAqelwIcamA7cXugEaDWwyKYOy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541273B24Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:12 Page: 2 ID:tVAqelwIcamA7cXugEaDWwyKYOy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =4x12 =4x5 =7x8 =6x8 =4x5 =4x6 =4x5 =M18AHS 8x12 =4x5 =6x8 =4x6 =4x5 =M18AHS 8x12 =4x5 =4x6 =6x8 =4x5 =7x8 =4x5 =4x12 =3x4 =3x4 =4x6 49 50 51 54 55 56 25 46 24 47 23 2248 21 20 52 19 53 18 17 5716 15 58 14 59 13 1 60 26 12 61 11 4527102 442829843142433093 32 41 33 4057393438353736 6 6-9-10 53 -0-0 6-9-10 13-8-2 6-10-8 6-10-8 6-10-8 59 -10-8 8-2-6 46-2-6 8-2-6 21 -10 -8 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 2-1-12 46-0-10 2-1-12 15 -11-10 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 43-10-14 3-0-6 19 -0-0 3-0-15 29 -11-4 3-0-15 33 -0-3 5-8-12 6-8-12 5-8-12 58-10-8 7-1-2 53-1-12 7-1-2 13 -9-14 7-8-8 40 -10-8 7-8-8 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 2 -7 -9 5 -6 -12 0 -1 -10 5 -8 -6 6 -9 -5 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[2:0-4-4,0-2-0], [3:0-4-0,0-1-12], [4:0-2-0,0-3-0], [5:0-6-0,0-4-12], [7:0-6-0,0-4-12], [8:0-2-0,0-3-0], [9:0-4-0,0-1-12], [10:0-4-4,0-2-0], [11:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.06 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.09 23-24 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.01 20 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 23-24 >999 240 BCDL 9.0 Weight: 427 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,10-11:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 17-7,5-20,21-5,20-6,18-6,7-18,9-15,3-23:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-26, 10-12. Except: 2-2-0 oc bracing: 25-26, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17, 5-20, 4-21, 6-20, 6-18, 7-18, 9-15, 3-23 REACTIONS (size)13=0-5-8, 18=0-5-8, 20=0-5-8, 25=0-5-8 Max Horiz 25=113 (LC 18) Max Uplift 13=-243 (LC 15), 18=-487 (LC 15), 20=-501 (LC 14), 25=-229 (LC 14) Max Grav 13=1320 (LC 40), 18=2780 (LC 40), 20=2780 (LC 40), 25=1320 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/291, 2-3=-1019/211, 3-4=-1007/227, 4-6=-411/1458, 6-8=-411/1458, 8-9=-1007/256, 9-10=-1019/228, 10-11=-102/291, 25-26=-1264/318, 2-26=-1341/298, 12-13=-1264/283, 10-12=-1341/284 BOT CHORD 24-25=-161/195, 23-24=-240/862, 21-23=-226/1005, 20-21=-401/249, 18-20=-907/380, 17-18=-401/222, 15-17=-148/1005, 14-15=-143/862, 13-14=-82/138, 1-26=-188/222, 11-12=-188/222 WEBS 7-17=-166/1029, 8-17=-1098/309, 5-20=-1917/470, 5-21=-165/1029, 4-21=-1098/309, 6-20=-1022/156, 6-18=-1022/154, 7-18=-1917/470, 10-14=-103/873, 2-24=-112/873, 4-23=-34/274, 8-15=-34/274, 3-24=-289/150, 9-14=-289/150, 9-15=-185/228, 3-23=-185/228 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 5-10-8, Exterior(2R) 5-10-8 to 11-7-15, Interior (1) 11-7-15 to 28-11-4, Exterior(2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 52-0-0, Exterior(2R) 52-0-0 to 57-8-12, Interior (1) 57-8-12 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 25, 243 lb uplift at joint 13, 501 lb uplift at joint 20 and 487 lb uplift at joint 18. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541274B25Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:14 Page: 1 ID:xatK?bt2x8F_fR3mYkIvZGyKY9W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541274B25Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:14 Page: 2 ID:xatK?bt2x8F_fR3mYkIvZGyKY9W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x4 =3x4 =4x12 =4x5 =6x8 =5x6 =4x8 =4x5 =4x6 =4x5 =7x8 =4x5 =6x8 =4x6 =4x5 =7x8 =4x5 =4x6 =4x5 =4x8 =5x6 =6x8 =4x5 =4x12 =3x4 =3x4 =4x6 61 62 63 27 51 26 52 25 53 542455 23 56 57 58 22 59 21 60 20 19 641865 66 17 67 16 68 15 1 69 28 14 70 13 5029122 30 4910447324831311 463395 4534 35 4486364337424138 39 407 3-8-8 48-2-6 3-8-8 15-4-10 4-10 -8 4-10 -8 4-10-8 59-10-8 6-9-10 55-0-0 6-9-10 11-8-2 6-5-14 21-10-8 6-5-14 44-5-14 8-0-12 29-11-4 8-0-12 38-0-0 0-1-13 26 -10 -5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 19 -0-0 3-0-6 43-10-14 3-0-15 29 -11-4 3-0-15 33 -0-3 3-8-12 58-10-8 3-8-12 4-8-12 4-1-12 48-0-10 4-1-12 15-11-10 7-1-2 11-9-14 7-1-2 55-1-12 7-8-8 40 -10-8 7-8-8 26-8-8 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 1 -9 -9 4 -8 -12 0 -1 -10 4 -10 -6 7 -7 -5 12 -5 -11 Scale = 1:103.9 Plate Offsets (X, Y):[3:0-4-0,0-0-12], [4:0-2-4,0-3-0], [6:0-4-0,0-5-0], [7:0-4-4,0-3-0], [8:0-4-0,0-5-0], [10:0-2-4,0-3-0], [11:0-4-0,0-0-12], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.07 23-25 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.09 23-25 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.01 22 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 17-19 >999 240 BCDL 9.0 Weight: 436 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-28,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 19-8,6-22,23-6,22-7,20-7,8-20,11-17,3-25:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 10-11, 2-28, 12-14. Except: 5-3-0 oc bracing: 27-28, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,16-17. WEBS 1 Row at midpt 6-22, 7-22, 7-20, 8-20 REACTIONS (size)15=0-5-8, 20=0-5-8, 22=0-5-8, 27=0-5-8 Max Horiz 27=113 (LC 18) Max Uplift 15=-234 (LC 15), 20=-504 (LC 15), 22=-518 (LC 14), 27=-220 (LC 14) Max Grav 15=1180 (LC 40), 20=2851 (LC 40), 22=2851 (LC 40), 27=1180 (LC 40) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-39/297, 2-3=-809/175, 3-4=-1143/227, 4-5=-1280/277, 5-7=-259/1670, 7-9=-259/1670, 9-10=-1280/314, 10-11=-1143/262, 11-12=-809/189, 12-13=-36/297, 27-28=-1154/303, 2-28=-1152/263, 14-15=-1154/249, 12-14=-1152/244 BOT CHORD 26-27=-148/137, 25-26=-232/715, 23-25=-141/612, 22-23=-562/270, 20-22=-1099/383, 19-20=-562/237, 17-19=-80/612, 16-17=-132/715, 15-16=-93/53, 1-28=-201/81, 13-14=-201/81 WEBS 8-19=-199/1213, 9-19=-1093/298, 6-22=-1937/460, 6-23=-199/1213, 5-23=-1093/298, 7-22=-1080/182, 7-20=-1080/169, 8-20=-1937/460, 5-25=-226/1155, 9-17=-226/1155, 12-16=-136/884, 2-26=-140/884, 4-25=-1013/278, 10-17=-1013/293, 11-16=-452/139, 3-26=-452/140, 11-17=-68/503, 3-25=-53/503 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 3-10-8, Exterior(2R) 3-10-8 to 9-7-15, Interior (1) 9-7-15 to 28-11-4, Exterior (2R) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 54-0-0, Exterior(2E) 54-0-0 to 58-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 27, 234 lb uplift at joint 15, 518 lb uplift at joint 22 and 504 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541275B26Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:16 Page: 1 ID:n7s8hPacwsVbaLGCM0EHtcyKY?Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541275B26Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:16 Page: 2 ID:n7s8hPacwsVbaLGCM0EHtcyKY?Z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x6 =3x6 =3x4 =4x5 =7x8 =6x8 =4x8 =7x8 =4x6 =4x5 =4x5 =4x5 =6x8 =4x6 =4x5 =4x5 =4x5 =4x6 =7x8 =4x8 =6x8 =7x8 =4x5 =3x6 =3x4 =4x6 4950 25 47 48 24 2351 22 21 55 20 56 19 57 58 59 18 6017 6162 16 63 64 15 52 53 54 1 65 26 14 66 13462712228451042944311 4330 95 423141324033863934 35 383637 7 2-10-8 2-10-8 2-10-8 59-10-8 5-8-8 15-4-10 5-8-8 50-2-6 6-9-10 9-8-2 6-9-10 57 -0-0 6-5-14 21-10-8 6-5-14 44 -5-14 8-0-12 29-11-4 8-0-12 38 -0-0 0-1-13 26-10-5 0-1-13 33-2-0 1-0-0 59-10-8 1-0-0 1-0-0 3-0-6 43 -10 -14 3-0-6 19-0-0 3-0-15 29-11-4 3-0-15 33-0-3 5-0-13 48-11-11 5-0-13 15-11-10 7-8-8 40-10-8 7-8-8 26 -8-8 9-10 -13 58-10-8 9-10-13 10-10-13 12 -5 -11 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 0 -11 -9 3 -10 -12 0 -1 -10 4 -0 -6 8 -5 -5 12 -5 -11 Scale = 1:105 Plate Offsets (X, Y):[3:0-4-0,0-1-12], [5:0-4-0,0-4-8], [9:0-4-0,0-4-8], [11:0-4-0,0-1-12], [13:Edge,0-2-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.16 15-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.23 15-16 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.68 Horz(CT)-0.01 19 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.08 15-16 >999 240 BCDL 9.0 Weight: 428 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, 1-2,12-13:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 18-8,6-21,22-6,21-7,19-7,8-19,3-24,16-11:2x 4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 10-11, 2-26, 12-14. Except: 6-0-0 oc bracing: 25-26, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 24-25,15-16. WEBS 1 Row at midpt 9-18, 6-21, 5-22, 7-21, 7-19, 8-19 REACTIONS (size)15=0-5-8, 19=0-5-8, 21=0-5-8, 25=0-5-8 Max Horiz 25=113 (LC 10) Max Uplift 15=-380 (LC 11), 19=-552 (LC 11), 21=-563 (LC 10), 25=-367 (LC 10) Max Grav 15=1065 (LC 17), 19=2917 (LC 36), 21=2917 (LC 36), 25=1065 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/284, 2-3=-85/74, 3-4=-1400/309, 4-6=-1211/605, 6-7=-174/1941, 7-8=-141/1941, 8-10=-1211/605, 10-11=-1400/347, 11-12=-85/75, 12-13=-26/284, 25-26=-346/63, 2-26=-298/61, 14-15=-346/63, 12-14=-298/61 BOT CHORD 24-25=-233/446, 22-24=-186/490, 21-22=-740/313, 19-21=-1371/388, 18-19=-740/232, 16-18=-186/490, 15-16=-128/444, 1-26=-174/35, 13-14=-174/35 WEBS 8-18=-224/1310, 9-18=-1238/342, 6-21=-1967/470, 6-22=-223/1310, 5-22=-1238/341, 5-24=-243/1072, 4-24=-1065/324, 7-21=-1119/214, 7-19=-1119/202, 8-19=-1967/471, 9-16=-245/1072, 10-16=-1065/339, 11-15=-1008/227, 3-25=-1008/213, 3-24=-164/1075, 11-16=-197/1074 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 15, 563 lb uplift at joint 21, 552 lb uplift at joint 19 and 367 lb uplift at joint 25. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541276B27Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:18 Page: 1 ID:c1mP2rakPfZPgHPylU2_MnyKXof-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 73 lb up at 1-10-8, and 99 lb down and 73 lb up at 56-0-0 on top chord, and 3 lb down and 182 lb up at 1-10-8, and 3 lb down and 182 lb up at 55-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-3=-88, 3-4=-88, 4-7=-88, 7-10=-88, 10-11=-88, 11-12=-88, 12-13=-88, 15-25=-18, 1-26=-18, 13-14=-18 Concentrated Loads (lb) Vert: 47=6 (B), 64=6 (B) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541276B27Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:18 Page: 2 ID:c1mP2rakPfZPgHPylU2_MnyKXof-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x8 =6x12 =5x6 =3x4 =7x8 =5x6 =3x10 =M18AHS 8x12 =5x8 =10x16 =M18AHS 8x12 =5x6 =2x6 =M18AHS 8x12 =M18AHS 8x12 =3x4 28 1 26 17 27 16 15 2930 31 14 32 3334 13 35 12 11 10 36 37 38 39 40 18 2 19 8 25 93247 20 23 521 224 6 1-1-12 1-1-12 3-0-0 20-11-0 3-5-10 4-7-6 3-4-10 8-0-0 4-11-8 12 -11-8 4-11-8 17 -11-0 5-1-4 26-0-4 5-4-12 31-5-0 0-1-12 1-1-12 1-0-0 1-0-0 2-8-8 20-9-4 3-2-14 7-10-4 3-5-10 4-7-6 5-1-4 12-11-8 5-1-4 18-0-12 5-3-0 26-0-4 5-4-12 31-5-0 4 -2 -4 0 -10 -0 2 -9 -10 0 -1 -6 0 -1 -10 0 -1 -10 2 -9 -10 2 -9 -10 0 -1 -10 2 -11 -4 1 -1 -6 4 -0 -10 0 -1 -6 4 -2 -0 Scale = 1:59.4 Plate Offsets (X, Y):[6:0-4-2,Edge], [7:0-7-0,0-2-0], [13:0-8-0,0-7-0], [14:0-6-0,0-6-0], [15:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.44 12-13 >823 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.57 12-13 >634 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.67 Horz(CT)0.09 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.17 12-13 >999 240 BCDL 9.0 Weight: 415 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-9:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* 15-4,13-6,12-8,10-8,16-2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-9 max.): 4-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS (size)10=0-5-8, 17=0-5-8 Max Horiz 17=95 (LC 7) Max Uplift 10=-1024 (LC 7), 17=-935 (LC 6) Max Grav 10=5407 (LC 32), 17=4797 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1762/335, 2-3=-7084/1408, 3-4=-9056/1812, 4-5=-8287/1673, 5-6=-11501/2278, 6-7=-12682/2492, 7-8=-14924/2888, 8-9=-205/55, 9-10=-383/83 BOT CHORD 1-17=-271/1459, 16-17=-365/1459, 15-16=-1345/6494, 12-15=-2890/14763, 11-12=-1978/10252, 10-11=-1978/10252 WEBS 3-16=-2045/430, 3-15=-427/2340, 4-15=-583/3034, 5-15=-4045/737, 5-14=-205/1410, 5-13=-404/163, 6-13=-899/4722, 7-13=-4032/760, 7-12=-2449/533, 8-12=-1030/5085, 8-11=-192/1284, 8-10=-10947/2091, 2-17=-3228/654, 2-16=-1008/5185 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1024 lb uplift at joint 10 and 935 lb uplift at joint 17. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1341 lb down and 326 lb up at 8-0-0, 481 lb down and 89 lb up at 10-0-12, 481 lb down and 89 lb up at 12-0-12, 481 lb down and 89 lb up at 13-10-4, 481 lb down and 89 lb up at 15-10-4, 1341 lb down and 326 lb up at 17-10-4, 413 lb down and 84 lb up at 24-11-12, 413 lb down and 84 lb up at 26-6-4, and 413 lb down and 84 lb up at 28-6-4, and 415 lb down and 83 lb up at 30-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541277C1Roof Special Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:21 Page: 1 ID:s4EIgPxjkEnbKGxHJeHvFAyKWu5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Uniform Loads (lb/ft) Vert: 1-4=-88, 4-6=-88, 6-7=-88, 7-9=-88, 1-10=-18 Concentrated Loads (lb) Vert: 15=-1341 (F), 13=-1341 (F), 29=-481 (F), 31=-481 (F), 32=-481 (F), 34=-481 (F), 37=-413 (F), 38=-413 (F), 39=-413 (F), 40=-415 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541277C1Roof Special Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:21 Page: 2 ID:s4EIgPxjkEnbKGxHJeHvFAyKWu5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =5x10 =5x6 =3x4 =5x8 =5x6 =7x8 =7x8 =5x8 =1.5x4 =5x8 =4x6 =3x4 1 28 14 29 13 30 12 31 11 32 10 33 9 15 2 16 3 17 7 25 26 27 824236181922 4 2021 5 1-1-12 1-1-12 3-0-0 18-11-0 3-10 -4 5-0-0 5-0-0 10-0-0 5-11-0 15 -11-0 6-1-4 25-0-4 6-4-12 31-5-0 0-1-12 1-1-12 1-0-0 1-0-0 3-10 -4 5-0-0 4-10-4 9-10-4 6-3-0 25 -0-4 6-4-12 31-5-0 8-11-0 18 -9-4 5 -0 -0 0 -10 -0 3 -7 -6 0 -1 -10 0 -1 -10 3 -7 -6 3 -7 -6 0 -1 -10 3 -9 -0 1 -1 -6 4 -10 -6 0 -1 -10 5 -0 -0 Scale = 1:59.5 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-4-8,0-2-4], [5:0-4-0,0-1-12], [6:0-4-0,0-2-0], [11:0-3-8,Edge], [12:0-4-0,0-3-0], [13:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.38 11-12 >954 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.58 11-12 >621 240 TCDL 9.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.11 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.12 11 >999 240 BCDL 9.0 Weight: 173 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5,6-8:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 12-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 7-9 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=138 (LC 11) Max Uplift 9=-332 (LC 11), 14=-250 (LC 14) Max Grav 9=2116 (LC 36), 14=1967 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-241/296, 2-3=-2500/413, 3-4=-2647/461, 4-5=-2425/466, 5-6=-4545/726, 6-7=-4196/647, 7-8=-71/58, 8-9=-377/83 BOT CHORD 1-14=-205/198, 13-14=-205/198, 10-13=-553/3284, 9-10=-553/3284 WEBS 3-12=-138/461, 4-12=-27/398, 5-12=-749/153, 5-11=-299/2148, 6-11=-2161/390, 7-11=-206/1266, 7-10=0/355, 7-9=-3644/589, 2-14=-1777/356, 2-13=-368/2127, 3-13=-524/127 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-1-11, Interior (1) 3-1-11 to 10-0-0, Exterior(2R) 10-0-0 to 13-1-11, Interior (1) 13-1-11 to 15-11-9, Exterior(2E) 15-11-9 to 18-11-0, Interior (1) 18-11-0 to 31-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at joint 9 and 250 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541278C2Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:23 Page: 1 ID:FDAbB77d38tuKDTSX7bkAXyKWwR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =5x8 =5x6 =3x4 =5x8 =4x6 =4x6 =6x8 =5x8 =5x8 =1.5x4 =4x5 =3x4 33 1 29 14 30 13 31 12 11 10 34 9 32 15 2 16 17 18 193 25 2627287 82423620 22 214 5 1-1-12 1-1-12 1-11-0 13-11-0 3-0-0 16-11-0 4-10-4 6-0-0 6-0-0 12-0-0 7-1-4 24 -0-4 7-4-12 31-5-0 0-1-12 1-1-12 1-0-0 1-0-0 4-10-4 6-0-0 4-11-0 16-9-4 5-10-4 11-10-4 7-3-0 24-0-4 7-4-12 31-5-0 5 -10 -0 0 -10 -0 4 -5 -6 0 -1 -10 0 -1 -10 4 -5 -6 4 -5 -6 0 -1 -10 4 -7 -0 1 -1 -6 5 -8 -6 0 -1 -10 5 -10 -0 Scale = 1:59.5 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-8,0-2-4], [5:0-2-8,0-0-12], [6:0-3-14,Edge], [11:0-3-8,0-3-0], [12:0-3-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.24 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.34 10-11 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.09 10-11 >999 240 BCDL 9.0 Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-8:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 2-13,11-7,9-7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=173 (LC 13) Max Uplift 9=-330 (LC 11), 14=-271 (LC 14) Max Grav 9=2066 (LC 36), 14=2130 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-297/291, 2-3=-2928/413, 3-4=-2519/430, 4-5=-2156/438, 5-6=-3446/592, 6-7=-3180/519, 7-8=-80/72, 8-9=-424/93 BOT CHORD 1-14=-199/239, 13-14=-199/239, 10-13=-534/2852, 9-10=-499/2852 WEBS 3-13=-422/128, 3-12=-474/192, 4-12=-69/582, 5-12=-568/112, 5-11=-309/1935, 6-11=-1818/358, 2-13=-349/2405, 7-11=-161/1055, 7-9=-3226/531, 7-10=0/393, 2-14=-1945/345 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-1-11, Interior (1) 3-1-11 to 12-0-0, Exterior(2E) 12-0-0 to 16-11-0, Interior (1) 16-11-0 to 31-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 9 and 271 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541279C3Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:23 Page: 1 ID:3PkACEx5hX4Z6O7gQdrHLMyKWzG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =4x6 =4x12 =6x8 =7x10 =5x10 =5x8 =5x8 =4x5 =5x8 =5x6 =1.5x4 =5x8 =1.5x4 =5x8 =6x8 =3x4 17 291630 31 15 32 14 33 13 34 12 35 11 36 10 1 37 18 19 220 3 21 22 4 23 6 25 26 7 27 8 28 9245 2-4-0 2-4-0 3-10-6 13 -0-0 4-11-8 17-11-8 5-1-4 23 -0-12 5-1-4 28-2-0 6-9-10 9-1-10 5-3-0 33-5-0 1-2-4 2-2-4 1-0-0 1-0-0 3-6-15 12-10-4 5-1-4 17-11-8 5-1-4 28-2-0 5-1-4 23 -0-12 5-3-0 33-5-0 7-1-2 9-3-6 5 -5 -0 0 -10 -0 5 -3 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 0 -8 -13 3 -8 -1 0 -1 -10 3 -9 -11 1 -5 -11 5 -3 -6 0 -1 -10 5 -5 -0 Scale = 1:65.3 Plate Offsets (X, Y):[3:0-5-4,0-1-12], [4:0-5-0,0-2-0], [6:0-4-0,0-3-0], [13:0-3-0,0-3-4], [14:0-4-0,0-3-0], [15:0-3-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.29 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.39 13-14 >989 240 TCDL 9.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.12 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.11 13-14 >999 240 BCDL 9.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-15:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-4 max.): 3-4, 5-9, 2-18. Except: 3-6-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS (size)10=0-5-8, 17=0-5-8 Max Horiz 17=206 (LC 7) Max Uplift 10=-380 (LC 6), 17=-637 (LC 6) Max Grav 10=2449 (LC 32), 17=2205 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/266, 2-3=-688/200, 3-4=-3960/704, 4-5=-3659/646, 5-7=-3393/607, 7-8=-3393/590, 8-9=-72/57, 9-10=-310/74, 17-18=-2230/624, 2-18=-2190/607 BOT CHORD 16-17=-196/38, 15-16=-316/810, 12-15=-663/3898, 11-12=-377/2164, 10-11=-377/2164, 1-18=-155/98 WEBS 3-16=-1860/345, 4-15=-1455/295, 4-14=-866/216, 5-14=-149/1087, 2-16=-530/2037, 3-15=-553/3510, 6-14=-715/103, 6-13=0/344, 6-12=-593/109, 7-12=-694/159, 8-12=-276/1718, 8-11=0/347, 8-10=-2992/468 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 10 and 637 lb uplift at joint 17. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 59 lb up at 1-4-0 on top chord, and 2 lb down and 259 lb up at 1-4-0 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-3=-88, 3-4=-88, 4-5=-88, 5-9=-88, 10-17=-18, 1-18=-18 Concentrated Loads (lb) Vert: 3=19 (F), 16=13 (F), 30=10 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541280C4Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:24 Page: 1 ID:ssqAn9yDJ8PrRBb9pAvqhnyKX?q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =2x6 =5x8 =5x6 =6x8 =5x6 =5x10 =5x8 =4x5 =5x6 =6x8 =1.5x4 =4x5 =3x10 =2x4 34 35 36 15 31 14 32 13 33 12 11 37 38 39 10 1 40 16 17 2 1819 432021 22 23 6 26 7 27 28 8 29 30 925245 3-10 -6 15-0-0 4-5-8 19 -5-8 4-7-4 24-0-12 4-7-4 28-8-0 4-4-0 4-4-0 6-9-10 11-1-10 4-9-0 33-5-0 1-0-0 1-0-0 3-6-15 14-10-4 3-2-4 4-2-4 7-1-2 11-3-6 9-2-8 24-0-12 9-4-4 33-5-0 6 -3 -0 0 -10 -0 6 -1 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 1 -6 -13 4 -6 -1 0 -1 -10 4 -7 -11 1 -5 -11 6 -1 -6 0 -1 -10 6 -3 -0 Scale = 1:64.3 Plate Offsets (X, Y):[2:0-1-12,0-1-0], [3:0-4-0,0-0-12], [4:0-5-0,0-2-0], [6:0-3-0,0-3-4], [11:0-4-0,Edge], [12:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.49 10-11 >794 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.91 Vert(CT)-0.64 10-11 >600 240 TCDL 9.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.10 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.08 12 >999 240 BCDL 9.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-3,12-6,11-6,11-8,10-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 3-4, 5-9, 2-16. Except: 3-11-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS (size)10=0-5-8, 15=0-5-8 Max Horiz 15=243 (LC 11) Max Uplift 10=-368 (LC 10), 15=-359 (LC 10) Max Grav 10=2411 (LC 36), 15=2079 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/286, 2-3=-1555/259, 3-4=-3577/597, 4-5=-3271/553, 5-7=-2959/522, 7-8=-2707/466, 8-9=-99/97, 9-10=-287/69, 15-16=-2072/420, 2-16=-2022/376 BOT CHORD 14-15=-277/203, 13-14=-422/1492, 10-13=-649/3536, 1-16=-189/65 WEBS 3-14=-1318/262, 3-13=-387/2441, 4-13=-1197/241, 4-12=-940/213, 5-12=-121/975, 2-14=-292/2043, 6-12=-311/307, 6-11=-674/181, 7-11=-624/145, 8-11=-225/1704, 8-10=-2628/428 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 3-4-0, Exterior(2R) 3-4-0 to 6-6-14, Interior (1) 6-6-14 to 14-0-0, Exterior(2R) 14-0-0 to 17-2-14, Interior (1) 17-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 10 and 359 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541281C5Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:26 Page: 1 ID:pFsw7KSxNL?rGn?cO_D2UryKX4L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =3x6 =4x12 =4x6 =6x8 =5x10 =4x5 =5x8 =4x5 =5x6 =6x8 =1.5x4 =4x5 =4x6 =2x4 15 31 14 32 13 12 34 35 36 11 37 38 39 10 33 1 40 16 17 2 1819 432021 22 23 6 26 7 27 28 8 29 30 925245 3-11-8 20-11-8 4-1-4 25 -0-12 4-1-4 29-2-0 3-10-6 17-0-0 6-9-10 13 -1-10 6-4-0 6-4-0 4-3-0 33-5-0 1-0-0 1-0-0 3-6-14 16-10-4 5-2-4 6-2-4 7-1-2 13-3-6 8-2-8 25 -0-12 8-4-4 33-5-0 7 -1 -0 0 -10 -0 6 -11 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 2 -4 -13 5 -4 -1 0 -1 -10 5 -5 -11 1 -5 -11 6 -11 -6 0 -1 -10 7 -1 -0 Scale = 1:64.3 Plate Offsets (X, Y):[2:0-5-0,0-1-12], [3:0-3-12,0-0-12], [4:0-5-0,0-2-0], [6:0-3-0,0-3-0], [12:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.35 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.46 10-11 >847 240 TCDL 9.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.08 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 12-13 >999 240 BCDL 9.0 Weight: 209 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-3,12-6,11-6,11-8,10-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 3-4, 5-9, 2-16. Except: 3-1-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS (size)10=0-5-8, 15=0-5-8 Max Horiz 15=279 (LC 13) Max Uplift 10=-363 (LC 10), 15=-341 (LC 10) Max Grav 10=2359 (LC 36), 15=1924 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/283, 2-3=-1923/328, 3-4=-3166/550, 4-5=-2849/506, 5-7=-2574/479, 7-8=-2140/396, 8-9=-108/111, 9-10=-282/67, 15-16=-1887/428, 2-16=-1858/398 BOT CHORD 14-15=-333/256, 13-14=-497/1784, 10-13=-624/3140, 1-16=-183/169 WEBS 3-14=-914/205, 3-13=-267/1711, 4-13=-925/199, 4-12=-1037/237, 5-12=-110/853, 2-14=-282/2024, 6-12=-105/476, 6-11=-801/203, 7-11=-554/131, 8-11=-230/1645, 8-10=-2408/392 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 5-4-0, Exterior(2R) 5-4-0 to 8-6-14, Interior (1) 8-6-14 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-14, Interior (1) 19-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 10 and 341 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541282C6Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:26 Page: 1 ID:oH3DuOBePuRNK2CgwCNCPPyKX7G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =4x6 =4x12 =5x6 =M18AHS 8x12 =5x10 =5x6 =5x8 =5x6 =1.5x4 =4x8 =3x6 =3x4 32 13 28 12 29 30 11 31 10 9 33 8 1 34 14 15 2 16 1718 3 19 20 4 21 22 6 24 252627 7235 3-10-6 19 -0-0 6-9-10 15-1-10 7-0-12 26 -0-12 8-4-0 8-4-0 7-4-4 33 -5-0 0-1-12 15-3-6 0-0-3 18 -10 -7 1-0-0 1-0-0 3-6-14 18-10-4 6-11-6 15-1-10 7-2-5 26-0-12 7-4-4 33 -5-0 7-2-4 8-2-4 7 -11 -0 0 -10 -0 7 -9 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -2 -13 6 -2 -1 0 -1 -10 6 -3 -11 1 -5 -11 7 -9 -6 0 -1 -10 7 -11 -0 Scale = 1:64.4 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-6-0,0-1-5], [4:0-5-0,0-2-0], [10:0-4-0,0-3-0], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.24 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.31 8-9 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.07 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 11 >999 240 BCDL 9.0 Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4,5-7:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 12-3,11-4,10-4:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 3-4, 5-7, 2-14. Except: 4-1-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS (size)8=0-5-8, 13=0-5-8 Max Horiz 13=311 (LC 11) Max Uplift 8=-357 (LC 10), 13=-343 (LC 14) Max Grav 8=2294 (LC 36), 13=1965 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/279, 2-3=-2056/365, 3-4=-2755/501, 4-5=-2434/458, 5-6=-2218/438, 6-7=-121/127, 7-8=-409/103, 13-14=-1901/432, 2-14=-2049/425 BOT CHORD 12-13=-391/321, 9-12=-590/2738, 8-9=-341/1793, 1-14=-169/393 WEBS 3-12=-629/169, 3-11=-176/1156, 4-11=-663/155, 4-10=-1107/256, 5-10=-46/553, 2-12=-255/1956, 6-10=-196/876, 6-9=0/429, 6-8=-2549/398 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 7-4-0, Exterior(2R) 7-4-0 to 10-6-14, Interior (1) 10-6-14 to 18-0-0, Exterior(2R) 18-0-0 to 21-2-14, Interior (1) 21-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 8 and 343 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541283C7Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:28 Page: 1 ID:aNW5dFAS2N4izngprPPppuyKXB9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x6 =1.5x4 =6x8 =3x4 =5x8 =6x8 =3x4 =5x10 =5x8 =4x5 =1.5x4 =4x8 =3x6 =3x4 31 14 27 13 28 29 12 30 11 10 32 9 1 33 15 16 2 17 3 18 19 20 214 5 22 23 7 25 26 8246 3-10-6 21-0-0 4-8-0 10-4-0 5-8-0 5-8-0 6-0-12 27-0-12 6-9-10 17-1-10 6-4-4 33 -5-0 0-1-12 10-2-4 0-0-2 20-10-6 1-0-0 1-0-0 3-6-14 20-10-4 6-2-6 27-0-12 6-4-4 33 -5-0 7-1-2 17-3-6 9-0-8 10-0-8 8 -9 -0 0 -10 -0 8 -7 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -0 -13 7 -0 -1 0 -1 -10 7 -1 -11 1 -5 -11 8 -7 -6 0 -1 -10 8 -9 -0 Scale = 1:64.5 Plate Offsets (X, Y):[4:0-3-12,0-0-12], [5:0-5-0,0-2-0], [11:0-4-0,0-3-0], [13:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.42 13-14 >925 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.87 Vert(CT)-0.56 13-14 >684 240 TCDL 9.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.07 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 12-13 >999 240 BCDL 9.0 Weight: 220 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 13-3,13-4,12-5,14-2,14-3:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 4-5, 6-8, 2-15. Except: 6-0-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-14, 7-9 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=352 (LC 11) Max Uplift 9=-351 (LC 10), 14=-353 (LC 14) Max Grav 9=2217 (LC 36), 14=2094 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/283, 2-3=-178/80, 3-4=-2000/409, 4-5=-2356/466, 5-6=-2028/424, 6-7=-1837/410, 7-8=-129/138, 8-9=-361/93, 14-15=-509/179, 2-15=-525/147 BOT CHORD 12-14=-568/1844, 10-12=-556/2347, 9-10=-303/1362, 1-15=-180/108 WEBS 3-13=-37/768, 4-13=-382/178, 4-12=-114/717, 5-12=-419/132, 5-11=-1226/290, 6-11=-48/446, 3-14=-2042/360, 7-11=-232/1003, 7-10=0/379, 7-9=-2250/378 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 9-4-0, Exterior(2R) 9-4-0 to 12-6-14, Interior (1) 12-6-14 to 20-0-0, Exterior(2R) 20-0-0 to 23-2-14, Interior (1) 23-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 9 and 353 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541284C8Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:29 Page: 1 ID:vpTRIOZzw0sM2a9IB2X93LyKXEX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =4x6 =5x8 =4x5 =3x4 =5x6 =6x8 =5x6 =5x10 =4x8 =4x5 =1.5x4 =4x8 =4x5 =3x4 15 32 14 33 13 34 12 35 11 3637 10 3839 9 1 40 16 17 2 18 19 20 3 2122 23 244 5 25 26 7 29 30 31 828276 3-10 -6 23-0-0 5-0-12 28-0-12 5-8-0 12-4-0 6-9-10 19-1-10 6-8-0 6-8-0 5-4-4 33-5-0 0-1-12 19-3-6 0-1-12 12-2-4 1-0-0 1-0-0 3-6-14 22-10-4 5-2-8 28-0-12 5-4-4 33-5-0 5-4-8 12-0-8 5-8-0 6-8-0 6-11-6 19-1-10 9 -7 -0 0 -10 -0 9 -5 -6 2 -0 -0 0 -1 -10 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -10 -13 7 -10 -1 0 -1 -10 7 -11 -11 1 -5 -11 9 -5 -6 0 -1 -10 9 -7 -0 Scale = 1:66.9 Plate Offsets (X, Y):[2:0-1-12,0-1-0], [4:0-3-12,0-0-12], [5:0-5-0,0-2-0], [12:0-3-0,0-3-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.19 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.27 12-13 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.05 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 12-13 >999 240 BCDL 9.0 Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-14,15-2,14-2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 4-5, 6-8, 2-16. Except: 3-2-0 oc bracing: 15-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-12, 5-11, 6-11, 7-9 REACTIONS (size)9=0-5-8, 15=0-5-8 Max Horiz 15=388 (LC 13) Max Uplift 9=-342 (LC 10), 15=-360 (LC 14) Max Grav 9=2126 (LC 36), 15=2210 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/282, 2-3=-1998/366, 3-4=-2015/432, 4-5=-1984/434, 5-6=-1642/394, 6-7=-1479/381, 7-8=-139/151, 8-9=-301/86, 15-16=-2156/418, 2-16=-2178/396 BOT CHORD 14-15=-445/351, 11-14=-595/1980, 10-11=-270/1023, 9-10=-270/1023, 1-16=-183/140 WEBS 3-14=-801/181, 3-13=-74/472, 4-13=-205/246, 4-12=-128/382, 5-12=-181/236, 5-11=-1334/314, 6-11=-45/371, 2-14=-273/1858, 7-11=-263/1127, 7-10=0/355, 7-9=-2049/377 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 11-4-0, Exterior(2R) 11-4-0 to 14-6-14, Interior (1) 14-6-14 to 22-0-0, Exterior(2R) 22-0-0 to 25-2-14, Interior (1) 25-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 9 and 360 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541285C9Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:29 Page: 1 ID:bLSgy22RADdT28ByJ7uXOOyKXOE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =5x6 =4x8 =3x4 =5x6 =7x8 =5x6 =5x10 =5x8 =4x5 =4x5 =6x8 =3x4 13 24 12 25 26 11 27 10 28 9 29 30 31 8 1 14 2 15 16 173 4 18 19 6 22 23 721205 3-10-6 24-0-0 4-2-8 28-2-8 6-9-10 20-1-10 6-8-0 6-8-0 6-8-0 13-4-0 4-2-8 32-5-0 3-6-14 23-10 -4 6-6-4 13-2-4 6-8-0 6-8-0 7-1-2 20-3-6 8-6-12 32-5-0 10 -5 -0 3 -3 -0 10 -3 -6 3 -3 -0 0 -1 -10 0 -1 -10 8 -8 -1 8 -8 -1 0 -1 -10 8 -9 -11 1 -5 -11 10 -3 -6 0 -1 -10 10 -5 -0 Scale = 1:65.4 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [3:0-4-0,0-1-12], [4:0-5-0,0-2-0], [7:Edge,0-1-8], [10:0-3-0,0-3-0], [11:0-3-0,0-3-0], [12:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.34 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.47 8-9 >821 240 TCDL 9.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 8-9 >999 240 BCDL 9.0 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-12,12-1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS 1 Row at midpt 7-8, 2-11, 3-11, 3-10, 4-10, 4-9, 5-9, 6-8 REACTIONS (size)8=0-5-8, 13= Mechanical Max Horiz 13=419 (LC 11) Max Uplift 8=-330 (LC 10), 13=-342 (LC 14) Max Grav 8=2024 (LC 36), 13=2127 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2263/374, 2-3=-2053/427, 3-4=-1683/401, 4-5=-1323/361, 5-6=-1172/350, 6-7=-156/167, 7-8=-281/81, 1-13=-2067/364 BOT CHORD 12-13=-494/392, 9-12=-631/1950, 8-9=-246/709 WEBS 2-12=-751/196, 2-11=-307/268, 3-11=-42/436, 3-10=-359/126, 4-10=-71/368, 4-9=-1410/340, 5-9=-84/302, 6-9=-258/1375, 6-8=-1862/422, 1-12=-324/2061 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 13-4-0, Exterior(2R) 13-4-0 to 16-6-14, Interior (1) 16-6-14 to 24-0-0, Exterior(2R) 24-0-0 to 27-2-14, Interior (1) 27-2-14 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 8 and 342 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541286C10Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:30 Page: 1 ID:kPiRlc5NdFt5nfX20uVJVxyKXS2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x6 =5x8 =3x4 =3x4 =5x6 =6x8 =5x8 =6x8 =6x8 =6x8 =3x4 23 12 11 10 2728 9 29 30 31 8 24 25 26 1 13 14 2 15 3 16 17 18 194 5 20 21 7226 3-10-6 26-0-0 5-0-10 10-3-10 5-3-0 5-3-0 5-0-6 15 -4-0 6-9-10 22 -1-10 6-5-0 32-5-0 7-1-2 22-3-6 7-6-4 15-2-4 7-8-0 7-8-0 10-1-10 32-5-0 11 -3 -0 3 -3 -0 11 -1 -6 3 -3 -0 0 -1 -10 0 -1 -10 9 -6 -1 9 -6 -1 0 -1 -10 9 -7 -11 1 -5 -11 11 -1 -6 0 -1 -10 11 -3 -0 Scale = 1:69.3 Plate Offsets (X, Y):[2:0-4-0,0-3-0], [4:0-3-12,0-0-12], [5:0-3-14,Edge], [6:0-4-2,Edge], [9:0-4-0,0-3-4], [10:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.54 8-9 >709 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-0.76 8-9 >508 240 TCDL 9.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.07 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 8-9 >999 240 BCDL 9.0 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8:2x6 DF 1800F 1.6E or 2x6 DF SS, 12-2,2-11:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-9, 5-9, 6-8, 2-12, 3-10 REACTIONS (size)8=0-5-8, 12= Mechanical Max Horiz 12=455 (LC 11) Max Uplift 8=-318 (LC 10), 12=-343 (LC 14) Max Grav 8=1933 (LC 44), 12=2213 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2264/420, 3-4=-1941/430, 4-5=-1477/365, 5-6=-1664/426, 6-7=-176/183, 7-8=-447/111, 1-12=-331/86 BOT CHORD 11-12=-646/1826, 8-11=-613/2003 WEBS 4-10=-79/669, 4-9=-540/197, 5-9=-1261/337, 6-9=-392/1894, 6-8=-1665/426, 2-12=-2539/408, 2-11=0/523, 3-11=-239/162, 3-10=-599/158 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 15-4-0, Exterior(2R) 15-4-0 to 18-6-14, Interior (1) 18-6-14 to 26-0-0, Exterior(2R) 26-0-0 to 29-2-14, Interior (1) 29-2-14 to 32-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 8 and 343 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541287C11Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:31 Page: 1 ID:EcBotSaTw8LE_4MJ1_IJlnyKXWa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x10 =5x8 =5x8 =3x4 =5x8 =5x6 =6x8 =4x5 =4x6 =6x8 =3x4 28 29 30 31 32 12 26 27 11 10 9 33 34 35 8 1 1314 2 15 16 3 1718 541920 21 22 72524236 3-10-6 28-0-0 5-9-5 5-9-5 5-9-5 11-6-11 5-9-5 17-4-0 6-9-10 24 -1-10 4-5-0 32 -5-0 7-1-2 24-3-6 8-1-10 32-5-0 8-6-4 17-2-4 8-8-0 8-8-0 12 -1 -0 3 -3 -0 11 -11 -6 3 -3 -0 0 -1 -10 0 -1 -10 10 -4 -1 10 -4 -1 0 -1 -10 10 -5 -11 1 -5 -11 11 -11 -6 0 -1 -10 12 -1 -0 Scale = 1:73.2 Plate Offsets (X, Y):[2:0-4-0,0-3-4], [5:0-4-0,0-2-0], [6:0-2-12,0-0-12], [9:0-1-12,0-1-8], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.37 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.48 11-12 >796 240 TCDL 9.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.07 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 10-11 >999 240 BCDL 9.0 Weight: 240 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8:2x6 DF 1800F 1.6E or 2x6 DF SS, 11-2,12-1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 1 Row at midpt 7-8, 3-11, 3-10, 4-10, 5-9, 6-8, 2-12 REACTIONS (size)8=0-5-8, 12= Mechanical Max Horiz 12=492 (LC 11) Max Uplift 8=-353 (LC 14), 12=-343 (LC 14) Max Grav 8=1849 (LC 44), 12=2291 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2409/431, 3-4=-1886/412, 4-5=-1606/419, 5-6=-1348/399, 6-7=-184/198, 7-8=-303/100, 1-12=-362/91 BOT CHORD 9-12=-671/2075, 8-9=-252/582 WEBS 2-11=0/456, 3-11=-116/224, 3-10=-819/208, 4-10=-120/264, 5-10=-249/819, 5-9=-1611/477, 6-9=-440/1934, 6-8=-1694/446, 2-12=-2669/414 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 17-4-0, Exterior(2R) 17-4-0 to 20-6-14, Interior (1) 20-6-14 to 28-0-0, Exterior(2R) 28-0-0 to 31-2-14, Interior (1) 31-2-14 to 32-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 8 and 343 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541288C12Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:32 Page: 1 ID:_XVG9JRW3GVaieAFWEdGxyyKXY2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x10 =5x10 =6x8 =3x4 =5x8 =7x8 =5x8 =6x8 =6x8 =6x8 =2x6 12 2526 27 11 28 29 30 10 31 32 9 33 34 35 8 1 13 14 2 1516 3 17 18 5419 20 6 212223 24 7 1-7-6 27-9-0 6-9-10 26 -1-10 6-5-5 6-5-5 6-5-5 12-10-11 6-5-5 19-4-0 4-8-0 32 -5-0 6-1-10 32-5-0 7-1-2 26-3-6 9-6-4 19-2-4 9-8-0 9-8-0 11 -11 -12 3 -3 -0 11 -10 -2 3 -3 -0 0 -1 -10 0 -1 -10 11 -2 -1 11 -2 -1 0 -1 -10 11 -3 -11 0 -6 -7 11 -10 -2 0 -1 -10 11 -11 -12 Scale = 1:76.5 Plate Offsets (X, Y):[2:0-5-0,0-3-4], [4:0-4-0,0-1-12], [5:0-3-14,Edge], [6:0-4-2,Edge], [10:0-4-0,0-3-0], [11:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.51 11-12 >755 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.95 Vert(CT)-0.67 11-12 >574 240 TCDL 9.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.08 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 10-11 >999 240 BCDL 9.0 Weight: 246 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8:2x6 DF 1800F 1.6E or 2x6 DF SS, 11-2:2x4 DF Stud/ Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 3-11, 3-10, 4-9, 5-9, 6-8, 2-12 REACTIONS (size)8=0-5-8, 12= Mechanical Max Horiz 12=490 (LC 13) Max Uplift 8=-381 (LC 11), 12=-307 (LC 14) Max Grav 8=1892 (LC 44), 12=2216 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2465/387, 3-4=-1733/376, 4-5=-871/310, 5-6=-961/347, 6-7=-177/193, 7-8=-310/97, 1-12=-311/100 BOT CHORD 9-12=-656/2084, 8-9=-249/630 WEBS 2-11=-19/386, 3-11=-29/286, 3-10=-1036/270, 4-10=-144/1085, 4-9=-1163/283, 5-9=-848/239, 6-9=-315/1835, 6-8=-1734/406, 2-12=-2717/363 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 19-4-0, Exterior(2R) 19-4-0 to 22-6-14, Interior (1) 22-6-14 to 27-9-0, Exterior(2R) 27-9-0 to 30-11-14, Interior (1) 30-11-14 to 32-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 8 and 307 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541289C13Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:33 Page: 1 ID:qRF5m2n4BTSQTD4CqpCRiGyKXcm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x10 =6x8 =5x8 =3x4 =5x8 =4x6 =1.5x4 =4x8 =4x6 =3x4 11 2122 23 10 24 25 26 9 27 28 8 29 30 7 1 12 13 2 14 15 3 16 17 5 20 619184 6-7-1 25-6-7 6-3-13 6-3-13 6-3-13 12 -7-10 6-3-13 18-11-6 6-10-9 32-5-0 6-8-13 25-6-7 6-10-9 32-5-0 9-3-15 18 -9-10 9-5-11 9-5-11 11 -1 -12 3 -3 -0 11 -0 -2 3 -3 -0 0 -1 -10 11 -0 -2 11 -0 -2 0 -1 -10 11 -1 -12 Scale = 1:68.8 Plate Offsets (X, Y):[2:0-4-0,Edge], [6:Edge,0-1-8], [9:0-4-0,0-3-0], [10:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.48 10-11 >797 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.93 Vert(CT)-0.63 10-11 >610 240 TCDL 9.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.07 7 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)-0.05 7-8 >999 240 BCDL 9.0 Weight: 214 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 10-2,11-1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-10, 3-9, 4-9, 2-11 WEBS 2 Rows at 1/3 pts 5-7 REACTIONS (size)7=0-5-8, 11= Mechanical Max Horiz 11=451 (LC 11) Max Uplift 7=-387 (LC 11), 11=-307 (LC 14) Max Grav 7=2029 (LC 32), 11=2196 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2411/386, 3-4=-1704/363, 4-5=-1437/365, 5-6=-163/177, 6-7=-389/106, 1-11=-315/98 BOT CHORD 8-11=-614/2032, 7-8=-295/1025 WEBS 2-10=-10/411, 3-10=-53/274, 3-9=-1031/267, 4-9=-96/233, 2-11=-2665/362, 5-9=-220/1062, 5-8=0/390, 5-7=-1902/379 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 18-11-6, Exterior(2R) 18-11-6 to 23-6-7, Interior (1) 23-6-7 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 7 and 307 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541290C14Half Hip 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:33 Page: 1 ID:HGAL8KmOzfsLOJf3vAhlIYyKXe4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =4x6 =5x8 =5x8 =3x4 =5x8 =5x6 =1.5x4 =4x8 =6x8 =4x5 25 26 27 11 23 24 10 9 8 30 31 7 28 29 1 1213 2 14 15 3 16 17 5 20 21 22 619184 5-7-13 5-7-13 5-7-13 11-3-10 5-7-13 16-11-6 7-7-1 24-6-7 7-10-9 32-5-0 7-8-13 24-6-7 7-10-9 32-5-0 8-3-15 16-9-10 8-5-11 8-5-11 10 -3 -12 3 -3 -0 10 -2 -2 3 -3 -0 0 -1 -10 10 -2 -2 10 -2 -2 0 -1 -10 10 -3 -12 Scale = 1:64.9 Plate Offsets (X, Y):[2:0-4-0,0-3-4], [6:Edge,0-3-8], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.35 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-0.45 10-11 >854 240 TCDL 9.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.07 7 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 7-8 >999 240 BCDL 9.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-6:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 10-2,11-1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing. WEBS 1 Row at midpt 6-7, 3-10, 3-9, 4-9, 2-11 WEBS 2 Rows at 1/3 pts 5-7 REACTIONS (size)7=0-5-8, 11= Mechanical Max Horiz 11=410 (LC 13) Max Uplift 7=-389 (LC 11), 11=-297 (LC 14) Max Grav 7=2122 (LC 30), 11=2199 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2276/365, 3-4=-1785/373, 4-5=-1537/371, 5-6=-156/167, 6-7=-434/116, 1-11=-353/90 BOT CHORD 8-11=-583/1953, 7-8=-333/1310 WEBS 2-10=0/493, 3-10=-186/209, 3-9=-808/220, 4-9=-72/261, 5-9=-182/871, 5-8=0/464, 5-7=-2094/411, 2-11=-2535/349 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 16-11-6, Exterior(2R) 16-11-6 to 21-6-7, Interior (1) 21-6-7 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 7 and 297 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541291C15Half Hip 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:34 Page: 1 ID:GZv4TCjl?RST?BgOyTetPiyKXgk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x4 =3x6 =5x8 =3x4 =3x4 =6x8 =4x5 =3x4 =7x10 =1.5x4 =5x6 =6x8 =3x4 13 27 12 28 29 30 11 31 32 33 10 34 35 36 9 1 14 15 2 16 17 318 19 21 22 2324 25 26567 8204 4-2-10 19-2-1 4-1-1 4-1-1 4-4-6 23-6-7 4-4-6 27 -10 -14 4-11-5 14-11-6 5-11-0 10-0-1 4-6-2 32 -5-0 7-4-12 7-4-12 7-6-10 14 -11-6 8-7-1 23-6-7 8-10-9 32-5-0 9 -5 -12 3 -3 -0 9 -4 -2 3 -3 -0 0 -1 -10 9 -4 -2 9 -4 -2 0 -1 -10 9 -5 -12 Scale = 1:62.1 Plate Offsets (X, Y):[2:0-4-0,0-3-0], [7:0-2-12,0-3-4], [10:0-4-8,Edge], [11:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.43 9-10 >903 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.56 9-10 >694 240 TCDL 9.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.06 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 9-10 >999 240 BCDL 9.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 13-2,2-12:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 1 Row at midpt 8-9, 4-11, 2-13, 5-11, 5-10, 6-10, 7-9, 3-11 REACTIONS (size)9=0-5-8, 13= Mechanical Max Horiz 13=378 (LC 11) Max Uplift 9=-393 (LC 11), 13=-284 (LC 14) Max Grav 9=2224 (LC 30), 13=2094 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2100/336, 3-4=-1813/379, 4-5=-1654/372, 5-6=-1507/334, 6-8=-1507/334, 8-9=-284/80, 1-13=-284/64 BOT CHORD 12-13=-550/1557, 9-12=-534/1860 WEBS 4-11=-39/412, 2-13=-2372/352, 5-11=-274/466, 5-10=-668/200, 6-10=-588/142, 7-10=-218/1418, 7-9=-2106/418, 2-12=-21/658, 3-12=-359/131, 3-11=-646/192 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-4-10, Interior (1) 3-4-10 to 14-11-6, Exterior(2R) 14-11-6 to 19-6-7, Interior (1) 19-6-7 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 9 and 284 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541292C16Half Hip 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:34 Page: 1 ID:kfFtbhorB_UtW1tB0FQ1lKyKimk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =5x6 =4x12 =4x5 =5x10 =4x6 =5x10 =3x4 =5x10 =5x6 =4x5 =6x8 =3x4 14 29 13 30 31 32 12 33 34 35 11 36 37 38 10 1 39 15 16 2 17 18 3 1920 21 22 234 6 24 7 25 26 8 27 28 95 0-1-6 8-4-6 0-1-12 23-8-3 3-10-6 18-8-1 4-8-10 28-4-14 4-10 -6 23 -6-7 6-5-5 14-9-11 8-3-0 8-3-0 5-0-2 33 -5-0 1-0-0 1-0-0 3-5-10 4-5-10 9-5-12 13-11-6 9-8-13 23-8-3 9-8-13 33 -5-0 9 -0 -1 0 -10 -0 8 -6 -2 2 -0 -0 0 -5 -15 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 5 -6 -15 8 -6 -2 0 -5 -15 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-3-8,0-1-12], [3:0-5-0,0-3-4], [7:0-3-0,0-3-0], [11:0-4-12,0-3-0], [12:0-4-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.56 10-11 >689 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT)-0.74 10-11 >521 240 TCDL 9.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.07 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 11-12 >999 240 BCDL 9.0 Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-13,3-13:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 4-9, 2-15. Except: 3-11-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-10, 4-12, 3-13, 6-12, 6-11, 7-11, 8-10 REACTIONS (size)10=0-5-8, 14=0-5-8 Max Horiz 14=368 (LC 11) Max Uplift 10=-411 (LC 11), 14=-304 (LC 10) Max Grav 10=2328 (LC 30), 14=2290 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-151/288, 2-4=-2061/458, 4-5=-58/0, 4-6=-1883/516, 6-8=-1867/415, 8-9=-133/137, 9-10=-293/81, 14-15=-2267/417, 2-15=-2371/405 BOT CHORD 13-14=-419/335, 10-13=-561/2085, 1-15=-183/311 WEBS 3-12=-265/452, 4-12=-32/382, 2-13=-178/1627, 3-13=-1083/228, 6-12=-450/405, 6-11=-621/192, 7-11=-662/156, 8-11=-229/1458, 8-10=-2276/449 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-0-6 to 16-3-5, Interior (1) 16-3-5 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 10 and 304 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541293C17Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:35 Page: 1 ID:E2_XIO0O8ePInH4sTEZYiYyKj7h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =5x8 =7x10 =3x4 =4x8 =5x8 =3x6 =2x4 13 26 12 27 28 29 11 30 10 31 9 32 8 1 33 14 15 2 16 17 18 3 6 23 24 25 71922215 20 4 0-1-6 8-4-6 2-10-5 17 -8-0 6-5-5 14-9-11 7-8-12 25-4-12 8-3-0 8-3-0 8-0-4 33-5-0 0-0-4 25-5-0 1-0-0 1-0-0 2-8-9 17-6-4 3-5-10 4-5-10 7-10-8 25-4-12 8-0-0 33-5-0 10 -4-1 14-9-11 9 -0 -1 0 -10 -0 7 -8 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -8 -15 7 -8 -2 0 -1 -10 7 -9 -12 1 -2 -5 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [5:0-3-14,Edge], [9:0-4-0,0-3-0], [11:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.44 11-12 >880 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.91 Vert(CT)-0.65 11-12 >595 240 TCDL 9.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.07 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 9-10 >999 240 BCDL 9.0 Weight: 215 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-7:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 13-2,12-2,12-3,7-8,6-9:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-3 max.): 5-7, 2-14. Except: 2-10-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-8 REACTIONS (size)8=0-5-8, 13=0-5-8 Max Horiz 13=213 (LC 14) Max Uplift 8=-351 (LC 11), 13=-283 (LC 14) Max Grav 8=2134 (LC 34), 13=1833 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/283, 2-4=-1847/343, 4-5=-1779/367, 5-6=-1918/364, 6-7=0/0, 13-14=-1866/334, 2-14=-1898/319 BOT CHORD 12-13=-274/136, 10-12=-419/1903, 8-10=-300/1775, 1-14=-179/191 WEBS 4-11=-158/1144, 3-11=-300/284, 2-12=-107/1523, 3-12=-927/180, 7-8=-433/98, 5-10=-357/125, 5-11=-1109/212, 6-9=0/487, 6-10=-148/600, 6-8=-2420/408 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2E) 13-9-11 to 16-8-9, Interior (1) 16-8-9 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 13 and 351 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541294C18Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:36 Page: 1 ID:zzQue5U6Q7YxfTc_zRVNPnyKjP9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =5x8 =5x10 =5x6 =4x8 =1.5x4 =3x6 =2x4 13 25 12 26 27 28 11 29 10 30 31 9 32 33 8 1 34 14 15 2 16 17 18 3 6 24 723225 211920 4 0-1-6 8-4-6 4-10-5 19-8-0 6-8-12 26-4-12 6-5-5 14-9-11 8-3-0 8-3-0 7-0-4 33-5-0 0-1-12 19 -8-0 1-0-0 1-0-0 3-5-10 4-5-10 4-8-9 19 -6-4 6-8-12 26-4-12 7-0-4 33-5-0 10 -4-1 14-9-11 9 -0 -1 0 -10 -0 6 -10 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -10 -15 6 -10 -2 0 -1 -10 6 -11 -12 2 -0 -5 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [5:0-5-0,0-2-0], [10:0-3-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.47 11-12 >823 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.93 Vert(CT)-0.69 11-12 >561 240 TCDL 9.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.07 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 10 >999 240 BCDL 9.0 Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-7:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-4,11-3,11-5,10-6,6-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-12 max.): 5-7, 2-14. Except: 2-10-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 6-8 REACTIONS (size)8=0-5-8, 13=0-5-8 Max Horiz 13=194 (LC 14) Max Uplift 8=-340 (LC 15), 13=-288 (LC 14) Max Grav 8=2024 (LC 34), 13=1826 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-90/283, 2-4=-1829/359, 4-5=-1808/371, 5-6=-2142/384, 6-7=0/0, 13-14=-1859/354, 2-14=-1891/339 BOT CHORD 12-13=-255/123, 9-12=-405/2128, 8-9=-292/1696, 1-14=-179/191 WEBS 4-11=-132/1029, 3-11=-304/242, 2-12=-120/1517, 3-12=-925/196, 7-8=-379/87, 5-11=-1064/225, 5-10=-476/146, 6-9=0/415, 6-10=-163/799, 6-8=-2329/401 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 13 and 340 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541295C19Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:37 Page: 1 ID:R2o8w_Y2JNfCCYVF0aHNm8yKjdH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =5x8 =3x6 =5x6 =5x8 =4x8 =1.5x4 =3x6 =1.5x4 14 29 13 30 31 32 12 33 34 35 11 36 10 37 9 1 38 15 16 2 17 18 19 7 2627 28 825246323 52022 21 4 0-1-6 8-4-6 2-10-14 21-8-0 3-11-6 18-9-2 5-8-12 27-4-12 6-5-5 14-9-11 6-0-4 33 -5-0 8-3-0 8-3-0 1-0-0 1-0-0 3-5-10 4-5-10 5-8-12 27-4-12 6-0-4 33 -5-0 6-10 -5 21-8-0 10 -4-1 14-9-11 9 -0 -1 0 -10 -0 6 -0 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -0 -15 6 -0 -2 0 -1 -10 6 -1 -12 2 -10 -5 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [11:0-2-12,0-3-0], [12:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.49 12-13 >783 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.70 12-13 >547 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.07 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 11-12 >999 240 BCDL 9.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 12-4,12-3,12-5,11-7,7-9,5-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 6-8, 2-15. Except: 2-10-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-9 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=176 (LC 14) Max Uplift 9=-334 (LC 15), 14=-291 (LC 14) Max Grav 9=1898 (LC 34), 14=1826 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/283, 2-4=-1835/366, 4-5=-1785/381, 5-6=-2541/460, 6-7=-2279/393, 7-8=0/0, 14-15=-1857/359, 2-15=-1888/344 BOT CHORD 13-14=-238/112, 10-13=-391/1984, 9-10=-288/1575, 1-15=-179/191 WEBS 4-12=-152/1004, 3-12=-301/264, 2-13=-125/1513, 3-13=-928/199, 8-9=-322/73, 5-12=-980/240, 6-11=-1345/294, 7-10=0/369, 7-11=-182/1071, 7-9=-2198/401, 5-11=-157/1027 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 14 and 334 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541296C20Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:38 Page: 1 ID:p6lcFJW_pnAQCgYYFk?7QEyKjwh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =3x4 =4x6 =6x8 =4x8 =1.5x4 =3x6 =1.5x4 14 27 13 28 29 30 12 31 32 11 33 10 34 9 1 35 15 16 2 17 18 7 25 26 8246 23221935 20 21 4 0-1-6 8-4-6 2-5-0 23-8-0 4-8-12 28 -4-12 5-0-4 33 -5-0 6-5-5 21 -3-0 6-5-5 14-9-11 8-3-0 8-3-0 1-0-0 1-0-0 3-5-10 4-5-10 4-8-12 28 -4-12 5-0-4 33 -5-0 8-10-5 23-8-0 10 -4-1 14-9-11 9 -0 -1 0 -10 -0 5 -2 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 2 -2 -15 5 -2 -2 0 -1 -10 5 -3 -12 3 -8 -5 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [11:0-2-12,Edge], [12:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.51 12-13 >756 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.71 12-13 >546 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.07 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 11-12 >999 240 BCDL 9.0 Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 12-4,12-3,12-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-7 max.): 6-8, 2-15. Except: 2-10-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 7-9 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=157 (LC 14) Max Uplift 9=-328 (LC 15), 14=-294 (LC 14) Max Grav 9=1759 (LC 34), 14=1826 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1838/373, 4-5=-1837/379, 5-6=-2618/454, 6-7=-2421/409, 7-8=0/0, 14-15=-1850/365, 2-15=-1882/350 BOT CHORD 13-14=-218/102, 10-13=-389/2267, 9-10=-284/1533, 1-15=-179/192 WEBS 4-12=-115/922, 3-12=-300/308, 2-13=-130/1506, 3-13=-930/200, 8-9=-284/61, 5-12=-1031/271, 6-11=-1148/230, 5-11=-60/780, 7-11=-194/1361, 7-9=-2171/403, 7-10=0/333 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 14 and 328 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541297C21Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:39 Page: 1 ID:BP95UEZaQDO?powESh0arPyKkQv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =3x4 =5x8 =1.5x4 =7x10 =3x6 =2x4 13 26 12 27 28 29 11 1033 9 34 8303132 1 35 14 15 2 16 72524617 23 18 2235 19 21 204 0-1-6 8-4-6 4-5-0 25-8-0 6-5-5 21-3-0 6-5-5 14 -9-11 7-9-0 33 -5-0 8-3-0 8-3-0 0-1-12 24 -5-15 1-0-5 25-6-4 1-0-0 1-0-0 3-5-10 4-5-10 7-10 -12 33 -5-0 9-6-8 24-4-3 10-4-1 14-9-11 9 -0 -1 0 -10 -0 4 -4 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 1 -4 -15 4 -4 -2 0 -1 -10 4 -5 -12 4 -6 -5 9 -0 -1 Scale = 1:67.1 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [6:0-5-0,0-2-0], [10:0-4-0,0-3-4], [11:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.51 11-12 >755 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.70 11-12 >547 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.09 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 10-11 >999 240 BCDL 9.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-7:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-2,11-4,11-3,11-5,6-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7, 2-14. Except: 4-8-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 6-8 REACTIONS (size)8=0-5-8, 13=0-5-8 Max Horiz 13=136 (LC 14) Max Uplift 8=-323 (LC 15), 13=-297 (LC 14) Max Grav 8=1739 (LC 21), 13=1826 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/290, 2-4=-1843/379, 4-5=-1909/385, 5-6=-2782/475, 6-7=-10/11, 13-14=-1851/369, 2-14=-1884/354 BOT CHORD 12-13=-197/103, 9-12=-420/2532, 8-9=-422/2526, 1-14=-186/194 WEBS 4-11=-121/925, 3-11=-299/332, 2-12=-134/1506, 3-12=-930/202, 7-8=-516/117, 5-11=-1101/285, 6-8=-2883/482, 6-9=-202/528, 5-10=-51/640, 6-10=-459/230 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 13 and 323 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541298C22Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:40 Page: 1 ID:PJgg4XXuaXd00LxVUWNJD5yKkue-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =3x4 =5x8 =4x8 =4x5 =1.5x4 12 25 11 26 27 28 10 9 829303132 1 33 13 14 2 724236 15 16 22 211735 18 2019 4 0-1-6 8-4-6 5-9-0 33-5-0 6-5-0 27-8-0 6-5-5 21 -3-0 6-5-5 14-9-11 8-3-0 8-3-0 1-0-0 1-0-0 3-5-10 4-5-10 8-3-5 33-5-0 10-4-0 25-1-11 10-4-1 14-9-11 9 -0 -1 0 -10 -0 3 -6 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 0 -6 -15 3 -6 -2 0 -1 -10 3 -7 -12 5 -4 -5 9 -0 -1 Scale = 1:65.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [9:0-4-0,0-3-4], [10:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.62 9-10 >625 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.79 9-10 >487 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.09 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 9-10 >999 240 BCDL 9.0 Weight: 176 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 10-4,10-3,10-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7, 2-13. Except: 2-10-0 oc bracing: 12-13 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-10, 5-10, 6-8 REACTIONS (size)8=0-5-8, 12=0-5-8 Max Horiz 12=118 (LC 14) Max Uplift 8=-320 (LC 15), 12=-299 (LC 14) Max Grav 8=1746 (LC 34), 12=1827 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1852/383, 4-5=-1987/391, 5-6=-3082/471, 6-7=-3/5, 12-13=-1848/372, 2-13=-1880/357 BOT CHORD 11-12=-179/117, 8-11=-454/2744, 1-13=-179/192 WEBS 4-10=-133/981, 3-10=-299/348, 2-11=-138/1504, 6-9=-270/136, 5-9=-25/559, 3-11=-933/204, 7-8=-368/81, 5-10=-1232/305, 6-8=-3180/526 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 12 and 320 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541299C23Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:41 Page: 1 ID:s8bwSpWCMj2xxRWMZtsdpNyKkvy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =7x10 =6x8 =1.5x4 =6x8 =4x5 =1.5x4 13 26 12 27 28 29 11 10 930313233 1 34 14 825247152326 16 17 22 18 2135 19 20 4 0-1-6 8-4-6 2-1-0 29-8-0 3-9-0 33-5-0 6-3-15 27-7-0 6-5-5 21-3-0 6-5-5 14-9-11 8-3-0 8-3-0 0-2-0 25-3-11 1-0-0 1-0-0 3-5-10 4-5-10 8-1-5 33-5-0 10 -4-0 25-1-11 10-4-1 14-9-11 9 -0 -1 0 -10 -0 2 -8 -2 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -1 -15 2 -8 -2 0 -1 -10 2 -9 -12 0 -1 -7 2 -11 -3 6 -0 -13 9 -0 -1 Scale = 1:66.9 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [7:0-3-14,Edge], [10:0-3-8,Edge], [11:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.61 10-11 >627 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.78 10-11 >491 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 10-11 >999 240 BCDL 9.0 Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-4,11-3,11-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8, 2-14. Except: 2-10-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 7-9 REACTIONS (size)9=0-5-8, 13=0-5-8 Max Horiz 13=99 (LC 14) Max Uplift 9=-317 (LC 15), 13=-301 (LC 14) Max Grav 9=1923 (LC 34), 13=1827 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1890/387, 4-6=-3254/490, 6-7=-3514/511, 7-8=-3/5, 13-14=-1848/374, 2-14=-1880/360 BOT CHORD 12-13=-160/135, 9-12=-421/2637, 1-14=-179/192 WEBS 4-11=-136/1004, 3-11=-299/361, 2-12=-140/1504, 5-11=-1293/311, 6-10=-599/173, 5-10=-38/502, 3-12=-933/206, 8-9=-282/56, 7-10=-42/662, 7-9=-3187/509 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 13 and 317 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541300C24Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:41 Page: 1 ID:ZdQJn4ldqavZ5kZHcOBRJPyKlTp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =7x10 =5x8 =4x5 =5x8 =4x5 =5x8 =2x4 14 27 13 28 29 30 12 11 10 35 931323334 82671 36 15 251626 17 241823 19 2235 20 21 4 0-1-6 8-4-6 1-9-0 33 -5-0 4-1-0 31 -8-0 6-3-15 27-7-0 6-5-5 21 -3-0 6-5-5 14-9-11 8-3-0 8-3-0 1-10 -12 33 -5-0 1-0-0 1-0-0 3-5-10 4-5-10 6-4-9 31-6-4 10-4-0 25-1-11 10-4-1 14-9-11 9 -0 -1 0 -10 -0 1 -10 -2 2 -0 -0 0 -1 -10 2 -0 -00-1 -10 1 -11 -12 0 -6 -7 2 -6 -3 0 -5 -0 2 -11 -3 6 -0 -13 9 -0 -1 Scale = 1:65.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [10:0-1-8,0-2-0], [11:0-4-0,0-3-4], [12:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.57 11-12 >677 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.99 Vert(CT)-0.76 11-12 >506 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 11-12 >999 240 BCDL 9.0 Weight: 177 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 12-4,12-3,12-5,10-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): 7-8, 2-15. Except: 2-10-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12 REACTIONS (size)9=0-5-8, 14=0-5-8 Max Horiz 14=-115 (LC 19) Max Uplift 9=-315 (LC 15), 14=-302 (LC 14) Max Grav 9=2114 (LC 34), 14=1827 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1913/390, 4-6=-3354/508, 6-7=-2394/363, 7-8=-2245/318, 14-15=-1847/377, 2-15=-1879/362 BOT CHORD 13-14=-141/154, 10-13=-425/3125, 9-10=0/0, 1-15=-178/192 WEBS 4-12=-138/1020, 3-12=-298/368, 2-13=-142/1502, 5-12=-1328/318, 6-11=-295/149, 5-11=-52/548, 3-13=-934/207, 7-10=-1092/208, 8-9=-2093/312, 6-10=-1299/169, 8-10=-422/2998 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 14 and 315 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541301C25Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:42 Page: 1 ID:l6GUxF__v2JXMPt?itqaPLyKlms-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =6x8 =5x8 =5x6 =4x6 =3x6 12 24 11 25 26 27 10 9 8 28 29 30 31 7 1 32 13 23221426 15 16 21 17 2035 18 19 4 0-1-6 8-4-6 5-10-0 33-5-0 6-3-15 27-7-0 6-5-5 21 -3-0 6-5-5 14-9-11 8-3-0 8-3-0 1-0-0 1-0-0 3-5-10 4-5-10 8-3-5 33-5-0 10-4-0 25-1-11 10 -4-1 14-9-11 9 -0 -1 0 -10 -0 1 -3 -0 2 -0 -0 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 6 -0 -13 9 -0 -1 Scale = 1:64.7 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [5:0-4-0,Edge], [9:0-4-0,0-3-0], [10:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.60 9-10 >637 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.79 9-10 >489 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.08 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 9-10 >999 240 BCDL 9.0 Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 10-4,10-3,10-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. Except: 2-10-0 oc bracing: 12-13 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-10, 5-10, 6-8 REACTIONS (size)8=0-5-8, 12=0-5-8 Max Horiz 12=-105 (LC 19) Max Uplift 8=-314 (LC 15), 12=-303 (LC 14) Max Grav 8=1739 (LC 21), 12=1827 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1849/392, 4-6=-2751/513, 6-7=-332/91, 12-13=-1847/377, 2-13=-1879/363, 7-8=-334/110 BOT CHORD 11-12=-108/146, 8-11=-431/2475, 1-13=-179/192 WEBS 4-10=-138/940, 3-10=-299/225, 2-11=-143/1503, 5-10=-1024/316, 6-9=-155/167, 5-9=-58/435, 6-8=-2621/450, 3-11=-934/208 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-2-14, Interior (1) 2-2-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-0-10, Interior (1) 17-0-10 to 32-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 12 and 314 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541302C26Common113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:43 Page: 1 ID:eFB?d29yeMsUG?9MuOq3ipyKm40-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =2x4 =4x8 =4x5 =6x8 =4x6 =6x8 =6x8 =5x8 =5x6 =3x6 =6x8 =4x6 13 26 12 27 28 29 11 10 9 34 8 30 31 32 33 257 241 35 14 231526 16 17 22 18 2135 19 20 4 0-1-6 8-4-6 1-1-12 34-5-0 5-8-4 33-3-4 6-3-15 27-7-0 6-5-5 21 -3-0 6-5-5 14-9-11 8-3-0 8-3-0 0-1-12 33-5-0 1-0-0 34 -5-0 1-0-0 1-0-0 3-5-10 4-5-10 8-1-9 33-3-4 10-4-0 25-1-11 10-4-1 14 -9-11 9 -0 -1 0 -10 -0 2 -0 -0 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 6 -0 -13 9 -0 -1 Scale = 1:67.1 Plate Offsets (X, Y):[2:0-6-8,0-0-4], [3:0-4-0,Edge], [5:0-4-0,Edge], [8:0-1-8,0-3-6], [10:0-4-0,0-3-0], [11:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.60 10-11 >648 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.79 10-11 >490 240 TCDL 9.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.08 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 10-11 >999 240 BCDL 9.0 Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-3,11-4,11-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. Except: 2-10-0 oc bracing: 13-14 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 6-9 REACTIONS (size)9=0-5-8, 13=0-5-8 Max Horiz 13=-160 (LC 15) Max Uplift 9=-341 (LC 15), 13=-303 (LC 14) Max Grav 9=1862 (LC 21), 13=1825 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/282, 2-4=-1846/391, 4-6=-2728/513, 6-7=-489/152, 7-8=-555/210, 13-14=-1844/377, 2-14=-1877/363 BOT CHORD 12-13=-105/187, 9-12=-374/2448, 8-9=-126/399, 1-14=-179/192 WEBS 3-12=-934/207, 3-11=-299/224, 4-11=-139/939, 5-11=-1019/318, 5-10=-57/420, 2-12=-142/1501, 7-9=-405/208, 6-10=-156/162, 6-9=-2437/388 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 13-9-11, Exterior(2R) 13-9-11 to 17-1-13, Interior (1) 17-1-13 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 13 and 341 lb uplift at joint 9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541303C27Common213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:43 Page: 1 ID:xytg1MtL7?RjSmvFHf6WxGyKmIa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =4x5 =4x5 =3x4 =4x6 =6x8 =6x8 =5x8 =5x6 =3x6 =6x8 =4x6 12 22 11 23 24 25 10 9 8 30 7 26 27 28 29 216 2019 1 5 13 18 171424 15 16 3 1-1-12 33 -5-0 5-8-4 32-3-4 6-3-15 26-7-0 6-5-5 20 -3-0 6-5-5 13-9-11 7-4-6 7-4-6 0-1-12 32 -5-0 1-0-0 33-5-0 3-5-10 3-5-10 8-1-9 32 -3-4 10-4-0 24 -1-11 10-4-1 13 -9-11 3 -3 -0 0 -10 -03-3 -0 9 -0 -1 Scale = 1:66.2 Plate Offsets (X, Y):[1:0-2-0,0-1-12], [4:0-4-0,Edge], [7:0-1-8,0-3-6], [9:0-4-0,0-3-0], [10:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.60 9-10 >648 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.79 9-10 >490 240 TCDL 9.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.08 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 9-10 >999 240 BCDL 9.0 Weight: 175 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 10-3,10-2,10-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 2-10, 4-10, 5-8 REACTIONS (size)8=0-5-8, 12= Mechanical Max Horiz 12=-163 (LC 15) Max Uplift 8=-341 (LC 15), 12=-279 (LC 14) Max Grav 8=1864 (LC 21), 12=1722 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1362/248, 2-3=-1851/389, 3-5=-2730/513, 5-6=-489/152, 6-7=-555/210, 1-12=-1744/286 BOT CHORD 11-12=-56/179, 8-11=-374/2450, 7-8=-126/399 WEBS 2-11=-970/238, 3-10=-142/953, 2-10=-320/211, 1-11=-179/1536, 4-10=-1020/319, 6-8=-406/209, 5-9=-156/162, 4-9=-57/420, 5-8=-2439/389 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-5-14, Interior (1) 3-5-14 to 13-9-11, Exterior(2R) 13-9-11 to 17-1-13, Interior (1) 17-1-13 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 12 and 341 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541304C28Common613335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:44 Page: 1 ID:lARfdAII98QxlsJOAp96EEyKmCt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =6x8 =4x6 =3x4 =5x6 =M18AHS 8x12 =5x6 =5x10 =5x8 =6x8 =4x6 =6x8 =4x6 13 27 12 28 29 30 11 10 9 35 8 31 32 33 34 267252423 1 6 22141521 2 5 16 20 17 19 183 4 0-8-6 14 -1-14 1-1-12 33-5-0 5-8-4 32 -3-4 6-1-2 20-3-0 6-1-2 13-5-8 6-3-15 26 -7-0 7-4-6 7-4-6 0-1-12 32-5-0 1-0-0 33-5-0 3-5-10 3-5-10 8-1-9 32-3-4 10-4-0 24-1-11 10-4-1 13-9-11 8 -10 -5 3 -3 -0 0 -10 -03-3 -0 0 -1 -10 8 -8 -11 8 -8 -11 0 -1 -10 8 -10 -5 Scale = 1:68.5 Plate Offsets (X, Y):[1:Edge,0-2-5], [5:0-5-0,0-3-4], [8:0-1-8,0-3-6], [10:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.59 10-11 >648 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.78 10-11 >491 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.13 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 10-11 >999 240 BCDL 9.0 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-1,11-2,11-5,3-11,11-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 2-12, 2-11, 5-11, 6-9, 3-11, 4-11 REACTIONS (size)9=0-5-8, 13= Mechanical Max Horiz 13=-160 (LC 15) Max Uplift 9=-342 (LC 15), 13=-280 (LC 14) Max Grav 9=2610 (LC 34), 13=2532 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1940/246, 2-3=-2709/383, 3-4=-2354/389, 4-6=-3897/515, 6-7=-678/153, 7-8=-554/210, 1-13=-2520/279 BOT CHORD 12-13=-56/191, 9-12=-377/3591, 8-9=-126/500 WEBS 2-12=-1496/232, 2-11=-321/210, 1-12=-171/2069, 5-11=-1219/306, 7-9=-531/208, 6-10=-241/164, 5-10=-59/495, 6-9=-3599/392, 3-11=-137/649, 4-11=-95/564 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-5-14, Interior (1) 3-5-14 to 13-5-8, Exterior(2E) 13-5-8 to 14-1-14, Exterior(2R) 14-1-14 to 18-10-10, Interior (1) 18-10-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 13 and 342 lb uplift at joint 9. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541305C29Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:44 Page: 1 ID:Eoktyq9vuSq4DX4_B9wDTjyKmAT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =M18AHS 3x10 =4x12 =4x5 =3x4 =4x5 =6x12 =4x5 =5x8 =5x8 =5x8 =4x5 =6x8 =4x6 14 32 13 33 34 35 12 11 1040 9 36 37 38 39 318 301 41 15 29 16 217 72818 19 27 2620252136 22 24 5423 1-1-12 34-5-0 4-1-2 21 -3-0 4-1-2 12-5-8 4-8-6 17-1-14 5-8-4 33 -3-4 6-3-15 27 -7-0 8-4-6 8-4-6 0-1-12 33-5-0 1-0-0 34-5-0 1-0-0 1-0-0 3-5-10 4-5-10 8-1-9 33-3-4 10 -4-0 25-1-11 10 -4-1 14 -9-11 8 -0 -5 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -11 -7 7 -10 -11 0 -1 -10 8 -0 -5 Scale = 1:64.2 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [4:0-2-8,Edge], [5:0-2-8,Edge], [6:0-4-0,0-3-4], [9:0-1-8,0-3-6], [11:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.59 11-12 >648 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.78 11-12 >491 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.11 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 11-12 >999 240 BCDL 9.0 Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 14-2,4-12,12-5,12-3,12-6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-5 max.): 4-5, 2-15. Except: 3-8-0 oc bracing: 14-15 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-13, 7-10, 3-12, 6-12 REACTIONS (size)10=0-5-8, 14=0-5-8 Max Horiz 14=-142 (LC 15) Max Uplift 10=-346 (LC 15), 14=-307 (LC 14) Max Grav 10=2554 (LC 34), 14=2481 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-167/287, 2-3=-1775/260, 3-4=-2324/406, 4-5=-2183/406, 5-7=-3543/524, 7-8=-650/156, 8-9=-553/212, 14-15=-2461/383, 2-15=-2576/373 BOT CHORD 13-14=-95/240, 10-13=-386/3304, 9-10=-128/457, 1-15=-179/342 WEBS 3-13=-1215/206, 4-12=-73/592, 2-13=-138/1743, 5-12=-54/572, 8-10=-626/204, 7-11=-322/181, 6-11=-66/556, 7-10=-3315/410, 3-12=-275/324, 6-12=-1121/266 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 11-5-8, Exterior(2E) 11-5-8 to 16-1-14, Exterior(2R) 16-1-14 to 20-10-10, Interior (1) 20-10-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 14 and 346 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541306C30Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:45 Page: 1 ID:DVISSWTmNeLC5e1fEiqTaVyKm6B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x6 =1.5x4 =6x8 =3x6 =3x4 =6x8 =4x5 =5x8 =4x12 =4x6 =3x4 =4x5 =3x4 =6x8 =3x6 =6x8 =3x6 17 32 16 33 34 15 14 35 13 12 1137 10 36 319 301 38 18 19 82 2920283721222726 23 244 5 25 6 0-11-6 18 -2-8 1-1-12 34-5-0 4-1-10 33-3-4 5-3-6 5-3-6 5-1-13 23 -4-5 5-2-2 10-5-8 5-9-5 29 -1-10 6-9-10 17-3-2 0-1-12 33-5-0 1-0-0 34-5-0 1-0-0 1-0-0 2-4-10 26-10-2 2-11-6 18 -2-8 4-11-6 15-3-2 6-3-0 24 -5-8 6-5-2 33 -3-4 9-3-12 10-3-12 7 -7 -1 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -1 -7 7 -0 -11 0 -1 -10 7 -2 -5 0 -4 -12 7 -7 -1 Scale = 1:64.2 Plate Offsets (X, Y):[4:0-3-12,0-0-12], [5:0-3-14,Edge], [10:0-1-8,0-4-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.44 16-17 >869 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.61 16-17 >632 240 TCDL 9.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.09 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 12-14 >999 240 BCDL 9.0 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 14-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 4-5, 2-18. Except: 6-0-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-11, 3-17, 5-14 REACTIONS (size)11=0-5-8, 17=0-5-8 Max Horiz 17=-135 (LC 15) Max Uplift 11=-319 (LC 15), 17=-340 (LC 14) Max Grav 11=1862 (LC 40), 17=1973 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/283, 2-3=-149/77, 3-4=-1931/404, 4-5=-2142/481, 5-6=-2208/498, 6-7=-2214/455, 7-9=-2689/470, 9-10=-396/281, 17-18=-466/170, 2-18=-469/136 BOT CHORD 16-17=-263/1313, 14-16=-248/1733, 12-14=-325/2367, 11-12=-336/2324, 10-11=-185/282, 1-18=-180/95 WEBS 6-14=-298/1548, 8-12=-77/284, 9-11=-296/150, 7-14=-798/248, 8-11=-2562/433, 7-12=-34/326, 3-16=-37/717, 3-17=-1929/365, 4-16=-315/177, 5-14=-1481/321, 4-14=-147/685 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 9-5-8, Exterior(2R) 9-5-8 to 12-9-10, Interior (1) 12-9-10 to 17-2-8, Exterior(2R) 17-2-8 to 20-6-10, Interior (1) 20-6-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 11 and 340 lb uplift at joint 17. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541307C31Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:46 Page: 1 ID:aS3orNU1__rr0hO0zIp?3kyKmdk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =1.5x4 =6x8 =3x6 =3x4 =6x8 =7x10 =5x6 =4x5 =3x10 =3x4 =4x5 =3x4 =6x8 =3x6 =6x8 =3x6 17 34 16 35 36 15 37 14 38 13 12 1140 10 39 339 321 41 18 19 82 20 31213032229723 284242552726 6 1-1-12 34-5-0 2-11-6 18 -2-8 3-8-12 8-5-8 4-1-10 33-3-4 4-8-12 4-8-12 5-1-13 23 -4-5 5-9-5 29 -1-10 6-9-10 15-3-2 0-1-12 15 -4-14 0-1-12 33-5-0 1-0-0 34-5-0 1-0-0 1-0-0 2-4-10 26-10-2 2-9-10 18-2-8 6-3-0 24 -5-8 6-5-2 33 -3-4 6-11-6 15-3-2 7-3-12 8-3-12 7 -7 -1 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -3 -7 6 -2 -11 0 -1 -10 6 -4 -5 1 -2 -12 7 -7 -1 Scale = 1:64.2 Plate Offsets (X, Y):[4:0-4-0,0-0-12], [5:0-3-14,Edge], [10:0-1-8,0-4-6], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.31 12-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.80 Vert(CT)-0.46 12-14 >834 240 TCDL 9.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.09 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 12-14 >999 240 BCDL 9.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-5:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 4-15:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-2 max.): 4-5, 2-18. Except: 6-0-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11,1-18. WEBS 1 Row at midpt 8-11, 3-17 REACTIONS (size)11=0-5-8, 17=0-5-8 Max Horiz 17=-135 (LC 15) Max Uplift 11=-319 (LC 15), 17=-340 (LC 14) Max Grav 11=1910 (LC 40), 17=1932 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/287, 2-3=-132/77, 3-4=-1833/381, 4-5=-2365/495, 5-6=-2176/470, 6-7=-2293/458, 7-9=-2777/471, 9-10=-395/279, 17-18=-452/171, 2-18=-455/135 BOT CHORD 16-17=-238/1210, 14-16=-323/2342, 12-14=-321/2469, 11-12=-336/2389, 10-11=-184/281, 1-18=-182/78 WEBS 6-14=-241/1349, 8-12=-76/272, 9-11=-298/151, 7-14=-806/249, 8-11=-2626/430, 7-12=-39/324, 5-14=-1043/248, 4-16=-514/131, 5-15=-547/139, 4-15=-167/926, 3-16=-80/849, 3-17=-1893/341 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 7-5-8, Exterior(2R) 7-5-8 to 10-9-10, Interior (1) 10-9-10 to 17-2-8, Exterior(2R) 17-2-8 to 20-6-10, Interior (1) 20-6-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 11 and 340 lb uplift at joint 17. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541308C32Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:47 Page: 1 ID:5eLsE9FQFKsS9s0DR9TrO0yKmfL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =2x4 =3x6 =4x12 =4x5 =6x8 =5x10 =5x6 =4x5 =3x10 =3x4 =4x5 =3x4 =6x8 =3x6 =6x8 =3x6 16 31 15 32 14 33 13 34 12 11 1036 9 35 308 291 17 37 18 72 19 282027 3 21 22 4 6 23 262425 5 1-1-12 34-5-0 4-1-10 33-3-4 4-11-6 18-2-8 5-1-13 23 -4-5 5-9-5 29 -1-10 6-9-10 13-3-2 6-5-8 6-5-8 0-1-12 13-4-14 0-1-12 33-5-0 1-0-0 34-5-0 1-0-0 1-0-0 2-4-10 26-10-2 4-9-10 18-2-8 5-3-12 6-3-12 6-3-0 24 -5-8 6-5-2 33 -3-4 6-11-6 13-3-2 7 -7 -1 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 2 -5 -7 5 -4 -11 0 -1 -10 5 -6 -5 2 -0 -12 7 -7 -1 Scale = 1:64.2 Plate Offsets (X, Y):[2:0-4-12,0-2-0], [3:0-4-0,0-0-12], [4:0-5-0,0-2-0], [9:0-1-8,0-4-6], [14:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.33 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.49 11-13 >782 240 TCDL 9.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.09 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 13-14 >999 240 BCDL 9.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-14:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 3-4, 2-17. Except: 2-10-0 oc bracing: 16-17 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 4-13 REACTIONS (size)10=0-5-8, 16=0-5-8 Max Horiz 16=-135 (LC 15) Max Uplift 10=-319 (LC 15), 16=-340 (LC 14) Max Grav 10=1968 (LC 40), 16=1885 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-90/282, 2-3=-1709/329, 3-4=-2666/523, 4-5=-2242/457, 5-6=-2339/457, 6-8=-2886/469, 8-9=-395/280, 16-17=-1842/430, 2-17=-1893/401 BOT CHORD 15-16=-72/183, 13-15=-402/2645, 11-13=-315/2570, 10-11=-336/2480, 9-10=-185/281, 1-17=-182/182 WEBS 5-13=-208/1332, 7-11=-76/216, 8-10=-297/150, 6-13=-807/248, 7-10=-2736/429, 6-11=-34/325, 4-13=-1148/269, 2-15=-265/1736, 3-15=-749/194, 4-14=-737/183, 3-14=-231/1394 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 5-5-8, Exterior(2R) 5-5-8 to 8-9-10, Interior (1) 8-9-10 to 17-2-8, Exterior(2R) 17-2-8 to 20-6-10, Interior (1) 20-6-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 16 and 319 lb uplift at joint 10. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541309C33Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:48 Page: 1 ID:QYEMmgDc7WNwARvAnf_DFIyKmjF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =2x6 =4x8 =4x5 =6x8 =5x8 =5x8 =3x6 =4x5 =3x10 =3x4 =4x5 =3x4 =6x8 =3x6 =6x8 =3x6 17 32 16 33 15 34 14 35 13 12 1137 10 36 319 301 38 18 19 82 2021 292832242357 24 272526 6 1-1-12 34-5-0 1-9-9 13-0-11 4-1-10 33-3-4 4-5-8 4-5-8 5-1-13 23 -4-5 5-1-13 18-2-8 5-9-5 29 -1-10 6-9-10 11-3-2 0-1-12 33-5-0 1-0-0 34-5-0 1-0-0 1-0-0 2-4-10 26-10-2 3-3-12 4-3-12 6-3-0 24 -5-8 6-5-2 33 -3-4 6-11-6 11-3-2 6-11-6 18-2-8 7 -7 -1 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 1 -7 -7 4 -6 -11 0 -1 -10 4 -8 -5 2 -10 -12 7 -7 -1 Scale = 1:64.2 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-4-0,0-0-12], [4:0-3-14,Edge], [10:0-1-8,0-4-6], [15:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.35 12-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.51 12-14 >763 240 TCDL 9.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.09 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.08 14-15 >999 240 BCDL 9.0 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 15-3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 3-4, 2-18. Except: 4-2-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-11, 5-14 REACTIONS (size)11=0-5-8, 17=0-5-8 Max Horiz 17=-135 (LC 15) Max Uplift 11=-319 (LC 15), 17=-340 (LC 14) Max Grav 11=1932 (LC 40), 17=1841 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/286, 2-3=-1313/262, 3-4=-2786/526, 4-5=-3095/592, 5-6=-2144/448, 6-7=-2261/449, 7-9=-2817/465, 9-10=-398/278, 17-18=-1827/423, 2-18=-1805/379 BOT CHORD 16-17=-82/160, 14-16=-409/2541, 12-14=-310/2501, 11-12=-336/2426, 10-11=-183/283, 1-18=-190/69 WEBS 6-14=-196/1214, 8-12=-76/218, 9-11=-295/151, 7-14=-806/249, 8-11=-2673/425, 7-12=-36/322, 5-14=-1090/275, 2-16=-271/1650, 3-16=-1026/237, 4-15=-1771/350, 3-15=-309/1857, 5-15=-154/1066 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-4-2, Interior (1) 2-4-2 to 3-5-8, Exterior(2R) 3-5-8 to 6-9-10, Interior (1) 6-9-10 to 17-2-8, Exterior(2R) 17-2-8 to 20-6-10, Interior (1) 20-6-10 to 33-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 17 and 319 lb uplift at joint 11. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541310C34Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:49 Page: 1 ID:p0CpXYmcCm?YtW9P3A?nCKyKrX6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =2x6 =4x12 =6x8 =7x10 =5x6 =5x8 =4x5 =3x6 =4x5 =3x10 =3x4 =4x5 =3x4 =6x8 =3x6 =6x8 =3x6 18 301731 32 16 15 33 14 34 13 12 1136 10 35 299 281 37 19 20 82 21 3 22 4 272326 5 7 24 25 6 1-1-12 34-5-0 2-5-8 2-5-8 3-9-9 13 -0-11 4-1-10 33-3-4 5-1-13 23 -4-5 5-1-13 18-2-8 5-9-5 29-1-10 6-9-10 9-3-2 0-1-12 33-5-0 1-0-0 34-5-0 1-3-12 2-3-12 1-0-0 1-0-0 2-4-10 26-10 -2 2-6-10 11-11-8 6-3-0 24-5-8 6-3-0 18 -2-8 6-5-2 33 -3-4 7-1-2 9-4-14 7 -7 -1 0 -10 -0 2 -0 -0 0 -1 -6 2 -0 -00-6 -3 2 -6 -3 0 -5 -0 2 -11 -3 0 -9 -11 3 -8 -15 0 -1 -6 3 -10 -5 3 -8 -12 7 -7 -1 Scale = 1:65.3 Plate Offsets (X, Y):[3:0-5-0,0-1-11], [10:0-1-8,0-4-6], [16:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.39 14-16 >989 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.55 14-16 >699 240 TCDL 9.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.09 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.10 14-16 >999 240 BCDL 9.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS, 1-2:2x4 DF Stud/ Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-16:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 3-4, 2-19. Except: 3-11-0 oc bracing: 18-19 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-11, 5-14 REACTIONS (size)11=0-5-8, 18=0-5-8 Max Horiz 18=-135 (LC 15) Max Uplift 11=-328 (LC 11), 18=-558 (LC 10) Max Grav 11=1890 (LC 36), 18=1846 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-54/269, 2-3=-618/210, 3-4=-3098/602, 4-5=-3358/677, 5-6=-2144/405, 6-7=-2171/415, 7-9=-2736/483, 9-10=-403/273, 18-19=-1873/559, 2-19=-1832/552 BOT CHORD 17-18=-75/161, 16-17=-216/660, 14-16=-449/2546, 12-14=-283/2422, 11-12=-350/2362, 10-11=-180/286, 1-19=-161/63 WEBS 6-14=-195/1168, 8-12=-78/228, 9-11=-293/135, 5-16=-212/1024, 7-14=-803/251, 8-11=-2598/417, 7-12=-50/316, 5-14=-1081/309, 4-16=-1751/427, 3-17=-1370/288, 2-17=-467/1564, 3-16=-432/2728 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 18 and 328 lb uplift at joint 11. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 56 lb up at 1-5-8 on top chord, and 9 lb down and 227 lb up at 1-5-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-3=-88, 3-4=-88, 4-6=-88, 6-10=-88, 10-18=-18, 1-19=-18 Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541311C35Roof Special 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:50 Page: 1 ID:3wVVzTcilIbZWijYWS?QncyKrpO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =6x8 =3x6 =5x8 =3x4 =3x6 =3x4 =3x10 =4x5 =3x4 =3x6 =3x4 =5x8 =3x6 =6x8 =3x6 1 29 16 30 15 14 31 13 32 12 11 10 34 9 33 17 2828 18 27 3 7 19 262025 4 6 21 242223 5 1-1-12 1-1-12 1-1-12 32 -5-0 4-1-10 31-3-4 4-1-10 5-3-6 5-1-13 21-4-5 5-1-13 16 -2-8 5-9-5 11-0-11 5-9-5 27-1-10 0-1-12 1-1-12 0-1-12 31-5-0 1-0-0 32-5-0 1-0-0 1-0-0 6-5-2 31-3-4 6-5-2 7-6-14 8-7-10 16 -2-8 8-7-10 24-10-2 0 -10 -0 7 -7 -1 Scale = 1:59.7 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [3:0-2-12,0-3-0], [7:0-2-12,0-3-0], [9:0-1-8,0-4-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.36 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.82 Vert(CT)-0.49 11-13 >745 240 TCDL 9.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.09 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 13-15 >999 240 BCDL 9.0 Weight: 165 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1, Right 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-10 REACTIONS (size)10=0-5-8, 16=0-5-8 Max Horiz 16=128 (LC 18) Max Uplift 10=-308 (LC 15), 16=-308 (LC 14) Max Grav 10=1742 (LC 21), 16=1742 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-399/277, 2-4=-2459/444, 4-5=-1911/400, 5-6=-1911/400, 6-8=-2459/445, 8-9=-399/277 BOT CHORD 1-16=-183/283, 15-16=-448/2141, 13-15=-359/2137, 11-13=-268/2137, 10-11=-320/2141, 9-10=-183/283 WEBS 4-15=-23/330, 3-15=-91/176, 4-13=-819/253, 5-13=-163/1003, 6-13=-819/254, 6-11=-23/330, 7-11=-91/176, 2-16=-292/150, 8-10=-292/150, 3-16=-2349/392, 7-10=-2349/392 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-2-14, Interior (1) 3-2-14 to 16-2-8, Exterior(2R) 16-2-8 to 19-5-6, Interior (1) 19-5-6 to 32-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 16 and 308 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541312C36Common1013335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:51 Page: 1 ID:kQXC3oarGiuklHzX7BTNBCyKsQA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =6x8 =3x6 =5x8 =3x4 =3x6 =3x4 =3x10 =4x5 =3x4 =3x6 =3x4 =6x8 =3x6 =2x6 1 28 15 29 14 13 30 12 31 11 10 9 32 16 2 8 17 27 2637 18 251924 4 6 20 232122 5 1-1-12 1-1-12 4-1-10 5-3-6 4-3-6 31-5-0 5-1-13 21-4-5 5-1-13 16-2-8 5-9-5 11-0-11 5-9-5 27-1-10 0-1-12 1-1-12 1-0-0 1-0-0 6-5-2 7-6-14 6-6-14 31-5-0 8-7-10 16-2-8 8-7-10 24-10-2 0 -10 -0 1 -3 -0 7 -7 -1 Scale = 1:59.7 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [3:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.36 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.82 Vert(CT)-0.49 10-12 >742 240 TCDL 9.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 12-14 >999 240 BCDL 9.0 Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-9 REACTIONS (size)9= Mechanical, 15=0-5-8 Max Horiz 15=132 (LC 14) Max Uplift 9=-280 (LC 15), 15=-308 (LC 14) Max Grav 9=1618 (LC 21), 15=1743 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-399/277, 2-4=-2461/444, 4-5=-1916/402, 5-6=-1916/402, 6-8=-2481/442, 8-9=-306/69 BOT CHORD 1-15=-183/283, 14-15=-451/2143, 12-14=-363/2139, 10-12=-318/2145, 9-10=-374/2167 WEBS 5-12=-165/1005, 3-14=-91/177, 7-10=-91/173, 2-15=-292/150, 4-14=-23/330, 6-12=-825/252, 3-15=-2351/393, 7-9=-2444/419, 6-10=-23/337, 4-12=-819/253 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-1-11, Interior (1) 3-1-11 to 16-2-8, Exterior(2R) 16-2-8 to 19-4-3, Interior (1) 19-4-3 to 31-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 9 and 308 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541313C37Common313335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:52 Page: 1 ID:M5ABFW?wwSCCMAq9PvaWrbyKsN1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =4x12 =5x10 =1.5x4 =5x10 =5x8 =10x16 =1.5x4 =5x8 =1.5x4 =5x10 =5x10 =4x12 =1.5x4 =3x6 34 35 36 3738 39 15 27 14 28 2930 31 32 3313 12 40 11 1 41 16 10 42 9 261728 2518 73 24192320 5 2221 64 3-6-15 21-4-15 3-6-15 9-0-0 4-5-0 13-5-0 4-5-0 17-10-0 5-5-1 5-5-1 5-5-1 26-10-0 1-0-0 26 -10 -0 1-0-0 1-0-0 4-5-1 25 -10 -0 4-5-1 5-5-1 7-11-15 21-4-15 7-11-15 13-5-0 6 -7 -0 0 -10 -0 2 -0 -0 0 -1 -6 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 3 -6 -7 6 -5 -10 0 -1 -6 6 -7 -0 Scale = 1:57.1 Plate Offsets (X, Y):[4:0-4-0,0-2-2], [6:0-4-0,0-2-2], [9:Edge,0-2-10], [11:Edge,0-3-8], [13:0-8-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.15 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.20 12-13 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.33 Horz(CT)0.02 11 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.08 12-13 >999 240 BCDL 9.0 Weight: 379 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2,8-9:2x4 DF Stud/Std BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* 1-16,10-9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-4,13-6,14-2,12-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-3 max.): 4-6, 2-16, 8-10. Except: 5-4-0 oc bracing: 15-16, 10-11 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)11=0-5-8, 15=0-5-8 Max Horiz 15=-60 (LC 8) Max Uplift 11=-1198 (LC 11), 15=-1201 (LC 10) Max Grav 11=4523 (LC 30), 15=4532 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-97/282, 2-3=-4405/1262, 3-4=-4365/1324, 4-5=-6239/1850, 5-6=-6239/1850, 6-7=-4356/1321, 7-8=-4395/1259, 8-9=-96/282, 15-16=-4745/1300, 2-16=-4703/1296, 10-11=-4735/1296, 8-10=-4694/1293 BOT CHORD 14-15=-94/66, 12-14=-1271/4575, 11-12=-94/66, 1-16=-189/125, 9-10=-189/125 WEBS 3-14=-513/167, 4-14=-1337/317, 4-13=-853/2974, 5-13=-844/197, 6-13=-855/2980, 6-12=-1347/320, 7-12=-514/166, 2-14=-1302/4713, 8-12=-1299/4703 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1198 lb uplift at joint 11 and 1201 lb uplift at joint 15. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1713 lb down and 631 lb up at 8-0-0, 559 lb down and 155 lb up at 10-0-12, 559 lb down and 155 lb up at 12-0-12, 559 lb down and 155 lb up at 12-9-4, and 559 lb down and 155 lb up at 14-9-4, and 1713 lb down and 631 lb up at 16-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541314D1Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:53 Page: 1 ID:0V8eTFd2jAT4gH7PV0y7ZOyKtRy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-4=-88, 4-6=-88, 6-8=-88, 8-9=-88, 11-15=-18, 1-16=-18, 9-10=-18 Concentrated Loads (lb) Vert: 29=-1713 (F), 32=-559 (F), 33=-559 (F), 34=-559 (F), 35=-559 (F), 38=-1713 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541314D1Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:53 Page: 2 ID:0V8eTFd2jAT4gH7PV0y7ZOyKtRy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =2x4 =4x12 =5x8 =1.5x4 =6x8 =5x6 =6x8 =5x8 =1.5x4 =4x12 =2x4 =1.5x4 =3x6 14 13 29 30 31 12 32 33 34 11 35 10 28 1 36 15 9 37 8 271627 1718 26 632519 2420 54212223 4-10-0 15 -10-0 5-2-13 21-0-13 5-2-13 11-0-0 5-9-3 5-9-3 5-9-3 26-10-0 1-0-0 26-10-0 1-0-0 1-0-0 4-9-3 25-10 -0 4-9-3 5-9-3 7-7-13 13-5-0 7-7-13 21-0-13 7 -5 -0 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -4 -3 7 -3 -6 0 -1 -10 7 -5 -0 Scale = 1:56.6 Plate Offsets (X, Y):[4:0-4-2,Edge], [5:0-4-2,Edge], [8:Edge,0-2-10], [12:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.24 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.30 11-12 >989 240 TCDL 9.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 12-13 >999 240 BCDL 9.0 Weight: 155 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2,7-8:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-4,12-5,11-5,4-12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-3 max.): 4-5, 2-15, 7-9. Except: 3-11-0 oc bracing: 14-15, 9-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11 REACTIONS (size)10=0-5-8, 14=0-5-8 Max Horiz 14=-65 (LC 12) Max Uplift 10=-255 (LC 15), 14=-255 (LC 14) Max Grav 10=1903 (LC 34), 14=1903 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/288, 2-3=-1546/236, 3-4=-1583/326, 4-5=-1332/293, 5-6=-1583/326, 6-7=-1546/238, 7-8=-45/288, 14-15=-1866/338, 2-15=-1859/302, 9-10=-1866/313, 7-9=-1859/281 BOT CHORD 13-14=-79/89, 11-13=-184/1294, 10-11=-79/58, 1-15=-192/104, 8-9=-192/104 WEBS 4-13=-331/151, 5-12=-104/316, 5-11=-331/151, 2-13=-174/1532, 7-11=-180/1532, 3-13=-764/210, 6-11=-764/210, 4-12=-104/316 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior (1) 14-2-15 to 14-10-0, Exterior(2R) 14-10-0 to 19-0-15, Interior (1) 19-0-15 to 25-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 14 and 255 lb uplift at joint 10. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541315D2Hip113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:54 Page: 1 ID:tjTBGrtwxKgdDJYqlf1yr7yKtiQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =M18AHS 8x12 =5x10 =7x10 =1.5x4 =4x6 =7x8 =4x6 =7x10 =1.5x4 =5x10 =M18AHS 8x12 =1.5x4 =3x6 14 27 28 29 1330 3132 33 12 34 3536 11 37 10 1 38 15 9 39 8 16 26272517 2418 2319 63 2220 4 21 5 2-9-0 14-9-8 5-9-3 5-9-3 5-9-3 26-10-0 6-3-5 21-0-13 6-3-5 12-0-8 1-0-0 26-10-0 1-0-0 1-0-0 4-9-3 25-10-0 4-9-3 5-9-3 7-7-13 13-5-0 7-7-13 21-0-13 7 -10 -3 0 -10 -0 2 -0 -0 0 -1 -10 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 4 -9 -6 7 -8 -9 0 -1 -10 7 -10 -3 Scale = 1:59.9 Plate Offsets (X, Y):[4:0-2-8,0-0-12], [5:0-2-8,0-0-12], [8:Edge,0-2-10], [10:Edge,0-3-8], [11:0-3-0,0-4-12], [12:0-4-0,0-4-8], [13:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.12 13-14 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.34 Horz(CT)0.02 10 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.04 13-14 >999 240 BCDL 9.0 Weight: 351 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2,7-8:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-15,9-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 13-3,11-6:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-15, 7-9. Except: 6-0-0 oc bracing: 14-15, 9-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)10=0-5-8, 14=0-5-8 Max Horiz 14=60 (LC 7) Max Uplift 10=-372 (LC 11), 14=-1001 (LC 10) Max Grav 10=2668 (LC 30), 14=6153 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-135/267, 2-3=-4690/775, 3-4=-4721/877, 4-5=-2531/458, 5-6=-2431/464, 6-7=-2367/356, 7-8=-53/300, 14-15=-4796/772, 2-15=-4725/769, 9-10=-2622/380, 7-9=-2591/384 BOT CHORD 13-14=-80/186, 11-13=-338/2650, 10-11=-93/66, 1-15=-175/151, 8-9=-209/109 WEBS 3-13=-758/258, 5-12=-161/981, 2-13=-721/4778, 6-11=-844/242, 4-13=-542/2567, 5-11=-791/111, 4-12=-891/239, 7-11=-299/2436 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 10 and 1001 lb uplift at joint 14. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1600 lb down and 289 lb up at 1-7-12, and 1600 lb down and 289 lb up at 3-7-12, and 1600 lb down and 289 lb up at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-4=-88, 4-5=-88, 5-7=-88, 7-8=-88, 10-14=-18, 1-15=-18, 8-9=-18 Concentrated Loads (lb) Vert: 27=-1600 (B), 29=-1600 (B), 30=-1600 (B) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541316D3Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:54 Page: 1 ID:?xAhbRAT86JdeWtoSaLsDjyKXik-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =3x4 =4x12 =3x10 =3x4 =4x5 =2x4 =4x12 =6x8 8 18 7 19 6 1 20 9 13 2 14 15 11 12 10163 17 4 5 0-10-12 12-7-12 0-9-4 13-5-0 5-0-6 11-9-0 6-8-10 6-8-10 1-0-0 1-0-0 0-7-4 12-7-12 5-3-14 12 -0-8 5-8-10 6-8-10 8 -5 -1 0 -10 -0 3 -7 -4 2 -0 -0 0 -6 -3 2 -6 -3 0 -5 -0 2 -11 -3 5 -5 -14 8 -5 -1 2 -0 -0 2 -0 -0 2 -6 -0 4 -6 -0 Scale = 1:62.3 Plate Offsets (X, Y):[10:0-2-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.11 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.12 7-8 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.33 Horz(CT)-0.01 12 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.01 6-7 >999 240 BCDL 9.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 4-6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 8-9 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10 REACTIONS (size)8=0-5-8, 12=0-3-8 Max Horiz 8=342 (LC 11) Max Uplift 8=-107 (LC 14), 12=-226 (LC 11) Max Grav 8=805 (LC 21), 12=924 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-53/288, 2-3=-578/128, 3-4=-382/20, 4-5=-92/0, 6-11=0/288, 10-11=-23/245, 4-10=-249/457, 8-9=-758/297, 2-9=-777/273 BOT CHORD 7-8=-494/367, 6-7=-58/69, 1-9=-187/131 WEBS 3-7=-507/223, 2-7=-6/456, 3-10=-240/239, 7-10=-386/594, 4-12=-943/405 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 12-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 8 and 226 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541317D4Monopitch613335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:55 Page: 1 ID:LYSZlpQQyG0SVoGM6PEoUkyKvt9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =1.5x4 =3x10 =4x8 =1.5x4 =5x8 =5x8 =7x10 =5x8 =1.5x4 =5x8 =6x16 =2x4 =6x8 =4x12 =3x4 =3x6 14 24 13 25 26 27 28 29 12 30 31 32 33 34 11 35 10 16 1 36 15 9 37 8 17 2327 18 22 3 6 19 21 204 5 4-5-10 20-5-10 4-5-10 10-6-0 5-6-0 16 -0-0 6-0-6 6-0-6 6-0-6 26-6-0 0-7-4 24 -0-0 2-6-0 26-6-0 2-11-2 23-4-12 2-6-0 2-6-0 3-6-6 6-0-6 7-2-10 20-5-10 7-2-10 13-3-0 7 -2 -8 0 -10 -0 2 -0 -0 0 -1 -6 0 -6 -3 2 -6 -3 1 -0 -8 3 -6 -11 3 -6 -7 7 -1 -2 0 -1 -6 7 -2 -8 1 -2 -6 1 -2 -6 0 -9 -10 2 -0 -0 Scale = 1:53.8 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [4:0-4-0,0-2-2], [5:0-4-0,0-2-2], [7:0-2-8,0-3-0], [8:Edge,0-2-10], [9:0-2-12,Edge], [12:0-5-0,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.11 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.15 12-13 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.02 16 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.07 12-13 >999 240 BCDL 9.0 Weight: 356 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2,7-8:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-15,9-8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 13-4,11-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-15, 7-9. Except: 5-7-0 oc bracing: 14-15 6-0-0 oc bracing: 9-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)14=0-5-8, 16=0-5-2 Max Horiz 14=62 (LC 80) Max Uplift 14=-1097 (LC 10), 16=-1159 (LC 7) Max Grav 14=3689 (LC 30), 16=3900 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/470, 2-3=-2360/842, 3-4=-2387/911, 4-5=-3454/1348, 5-6=-2045/807, 6-7=-2032/750, 7-8=-89/626, 14-15=-3858/1187, 2-15=-3802/1190, 10-16=-233/209, 9-16=-4119/1263, 7-9=-4094/1275 BOT CHORD 13-14=-215/73, 11-13=-983/2877, 10-11=-283/55, 1-15=-377/64, 8-9=-534/94 WEBS 3-13=-559/161, 4-13=-1538/518, 5-11=-1882/638, 6-11=-462/160, 2-13=-1032/3206, 7-11=-1048/3292, 4-12=-707/1760, 5-12=-774/1960 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1097 lb uplift at joint 14 and 1159 lb uplift at joint 16. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541318E1Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:56 Page: 1 ID:1?Tex6mTKTaMcxjT3tc2XFyKy_G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1435 lb down and 690 lb up at 8-0-0, 520 lb down and 174 lb up at 10-0-12, and 520 lb down and 174 lb up at 11-5-4, and 1435 lb down and 690 lb up at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-4=-88, 4-5=-88, 5-7=-88, 7-8=-88, 10-14=-18, 1-15=-18, 8-9=-18 Concentrated Loads (lb) Vert: 27=-1435 (F), 29=-520 (F), 30=-520 (F), 32=-1435 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541318E1Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:56 Page: 2 ID:1?Tex6mTKTaMcxjT3tc2XFyKy_G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =3x4 =2x6 =4x8 =3x6 =3x4 =5x6 =6x12 =5x6 =3x10 =3x6 =4x5 =2x4 =3x10 =6x8 12 29 11 10 9 32 8 30 31 15 16 141 33 13 17 18 219 720282127 3 62226 23 25 244 5 0-10-12 24-0-0 1-6-0 14-0-0 3-8-9 23-1-4 5-4-11 12-6-0 5-4-11 19 -4-11 7-1-5 7-1-5 0-7-4 24 -0-0 2-6-0 2-6-0 4-0-1 23-4-12 4-7-5 7-1-5 6-1-11 19-4-11 6-1-11 13-3-0 8 -0 -8 0 -10 -0 2 -8 -2 2 -0 -0 0 -1 -10 0 -6 -3 2 -6 -3 1 -0 -8 3 -6 -11 4 -4 -3 7 -10 -14 0 -1 -10 8 -0 -8 1 -2 -6 1 -2 -6 0 -9 -10 2 -0 -0 Scale = 1:61.7 Plate Offsets (X, Y):[2:0-1-12,0-1-12], [7:0-7-0,0-0-12], [14:0-0-8,0-2-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.13 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.15 10-11 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.02 16 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.01 10-11 >999 240 BCDL 9.0 Weight: 162 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 10-3,10-6,12-2,4-10,10-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-13. Except: 4-5-0 oc bracing: 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)12=0-5-8, 16=0-5-2 Max Horiz 12=150 (LC 11) Max Uplift 12=-254 (LC 14), 16=-188 (LC 15) Max Grav 12=2068 (LC 34), 16=1506 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-167/475, 2-3=-1211/181, 3-4=-1288/238, 4-5=-1052/246, 5-6=-1288/232, 6-7=-422/88, 12-13=-2042/471, 2-13=-1993/377, 8-15=-20/276, 14-15=-36/262, 7-14=-134/1166 BOT CHORD 11-12=-192/173, 9-11=-214/1058, 8-9=-23/83, 1-13=-384/160 WEBS 3-10=-97/207, 6-10=-129/183, 2-11=-177/1422, 3-11=-791/153, 4-10=-142/199, 5-10=-136/198, 6-9=-405/149, 9-14=-175/1113, 6-14=-982/138, 7-16=-1533/191 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-6-0, Interior (1) 0-6-0 to 10-0-0, Exterior(2E) 10-0-0 to 11-6-0, Exterior(2R) 11-6-0 to 15-8-15, Interior (1) 15-8-15 to 20-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 12 and 188 lb uplift at joint 16. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541319E2Hip213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:57 Page: 1 ID:PR?SLJFo3?5YVx56vMx94qyKwz5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =1.5x4 =3x10 =4x12 =1.5x4 =5x8 =5x8 =7x10 =5x8 =5x8 =3x4 =4x6 =2x4 =3x10 =6x8 12 23 11 24 25 26 27 28 10 29 30 31 32 33 34 9 35 8 15 16 1 36 13 14 17 2 7 18 22 3 6 19 21 204 5 0-10-12 24-0-0 2-7-12 2-7-12 3-4-10 6-0-6 2-7-10 23 -1-4 4-5-10 20-5-10 4-5-10 10-6-0 5-6-0 16 -0-0 0-7-4 24-0-0 2-11-2 23-4-12 2-6-0 2-6-0 3-6-6 6-0-6 7-2-10 20 -5-10 7-2-10 13-3-0 7 -2 -8 0 -10 -0 2 -8 -2 2 -0 -0 0 -1 -6 0 -6 -3 2 -6 -3 1 -0 -8 3 -6 -11 3 -6 -7 7 -1 -2 0 -1 -6 7 -2 -8 1 -2 -6 1 -2 -6 0 -9 -10 2 -0 -0 Scale = 1:54.1 Plate Offsets (X, Y):[4:0-4-0,0-2-2], [5:0-4-0,0-2-2], [7:0-7-4,Edge], [10:0-5-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.14 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.17 10-11 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.02 16 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.09 10-11 >999 240 BCDL 9.0 Weight: 341 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-4,9-5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)12=0-5-8, 16=0-5-2 Max Horiz 12=130 (LC 9) Max Uplift 12=-958 (LC 10), 16=-889 (LC 11) Max Grav 12=3808 (LC 30), 16=3847 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/476, 2-3=-2478/766, 3-4=-2498/834, 4-5=-3532/1092, 5-6=-2819/683, 6-7=-893/218, 8-15=-68/264, 14-15=-97/236, 7-14=-779/3367 BOT CHORD 11-12=-164/48, 9-11=-881/3021, 8-9=-54/126, 1-13=-357/61 WEBS 3-11=-543/157, 4-11=-1523/324, 6-9=-169/877, 9-14=-649/2839, 4-10=-495/1791, 5-10=-580/1596, 5-9=-1192/472, 12-13=-3993/1071, 2-13=-3967/1079, 2-11=-907/3315, 6-14=-2467/551, 7-16=-3911/904 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 9.0psf. 9)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 958 lb uplift at joint 12 and 889 lb uplift at joint 16. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1483 lb down and 691 lb up at 8-0-0, 568 lb down and 176 lb up at 10-0-12, 568 lb down and 176 lb up at 11-5-4, 560 lb down and 132 lb up at 13-5-4, 438 lb down and 74 lb up at 15-5-4, and 438 lb down and 74 lb up at 17-5-4, and 438 lb down and 74 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541320E3Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:58 Page: 1 ID:Ykitg_K69KrbIDIxAXYgzayKwNY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-88, 4-5=-88, 5-7=-88, 8-12=-18, 1-13=-18 Concentrated Loads (lb) Vert: 26=-1483 (B), 28=-568 (B), 29=-568 (B), 31=-560 (B), 33=-438 (B), 34=-438 (B), 35=-438 (B) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541320E3Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:58 Page: 2 ID:Ykitg_K69KrbIDIxAXYgzayKwNY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =4x8 =6x12 =1.5x4 =6x8 =5x8 =M18AHS 8x12 =5x8 =6x8 =1.5x4 =6x12 =4x8 1 23 13 12 25 26 11 27 28 10 29 9 30 8 24 14 22272115 16 20 3 6 1917 5418 1-1-12 1-1-12 1-1-12 20-1-0 3-2-10 18-11-4 3-2-10 4-4-6 3-7-10 15-8-10 3-7-10 8-0-0 4-1-0 12 -1-0 0-1-12 1-1-12 0-1-12 19-1-0 1-0-0 1-0-0 1-0-0 20-1-0 3-2-10 18-11-4 3-2-10 4-4-6 5-8-2 15-8-10 5-8-2 10-0-8 4 -2 -0 0 -10 -0 0 -1 -6 4 -0 -10 4 -0 -10 0 -1 -6 4 -2 -0 Scale = 1:41.4 Plate Offsets (X, Y):[4:0-4-0,0-2-2], [5:0-4-0,0-2-2], [11:0-6-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.07 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.10 11-12 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.65 Horz(CT)0.02 9 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.03 11-12 >999 240 BCDL 9.0 Weight: 246 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)9=0-5-8, 13=0-5-8 Max Horiz 13=64 (LC 14) Max Uplift 9=-565 (LC 11), 13=-568 (LC 10) Max Grav 9=2977 (LC 30), 13=2986 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-961/178, 2-3=-4064/811, 3-4=-4054/869, 4-5=-4728/1014, 5-6=-4034/864, 6-7=-4043/806, 7-8=-961/182 BOT CHORD 1-13=-138/799, 12-13=-202/799, 10-12=-789/3935, 9-10=-142/799, 8-9=-142/799 WEBS 3-12=-440/152, 4-12=-733/142, 5-10=-754/147, 6-10=-441/152, 4-11=-370/1727, 5-11=-372/1736, 2-13=-2135/440, 7-9=-2122/434, 2-12=-562/2965, 7-10=-553/2946 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 13 and 565 lb uplift at joint 9. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1341 lb down and 326 lb up at 8-0-0, and 481 lb down and 89 lb up at 10-0-8, and 1341 lb down and 326 lb up at 12-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-88, 4-5=-88, 5-8=-88, 1-8=-18 Concentrated Loads (lb) Vert: 11=-481 (F), 26=-1341 (F), 27=-1341 (F) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541321F1Hip Girder 1 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:59 Page: 1 ID:npczGWhqbXj6FQrT1aBmXayKyDt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =3x10 =4x5 =3x4 =4x5 =5x8 =3x4 =4x5 =3x10 =1.5x4 =3x6 1 23 12 24 11 25 10 26 9 27 8 28 7 13 2226 21141520 3 5 16 191718 4 1-1-12 1-1-12 1-1-12 20-1-0 4-4-8 18-11-4 4-4-8 5-6-4 4-6-4 14-6-12 4-6-4 10-0-8 0-1-12 1-1-12 0-1-12 19-1-0 1-0-0 1-0-0 1-0-0 20-1-0 4-4-8 18-11-4 4-4-8 5-6-4 4-6-4 14-6-12 4-6-4 10-0-8 5 -0 -3 0 -10 -0 0 -6 -3 0 -6 -3 0 -5 -0 0 -11 -3 4 -1 -0 5 -0 -3 Scale = 1:48.6 Plate Offsets (X, Y):[2:0-3-8,0-1-8], [6:0-3-8,0-1-8], [7:Edge,0-2-10], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.06 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.09 10-11 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.02 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 10-11 >999 240 BCDL 9.0 Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2,6-7:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-5-8, 12=0-5-8 Max Horiz 12=83 (LC 14) Max Uplift 8=-191 (LC 15), 12=-191 (LC 14) Max Grav 8=1192 (LC 21), 12=1192 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-241/313, 2-3=-1487/292, 3-4=-1090/288, 4-5=-1090/288, 5-6=-1487/292, 6-7=-241/313 BOT CHORD 1-12=-215/199, 11-12=-215/199, 9-11=-212/1296, 8-9=-215/199, 7-8=-215/199 WEBS 4-10=-71/379, 5-10=-483/138, 3-10=-483/138, 2-12=-1067/304, 6-8=-1067/304, 3-11=-204/178, 5-9=-204/178, 2-11=-215/1166, 6-9=-215/1166 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 10-0-8, Exterior(2R) 10-0-8 to 13-0-8, Interior (1) 13-0-8 to 20-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 12 and 191 lb uplift at joint 8. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541322F2Common213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:52:59 Page: 1 ID:eIP4cZ2D7xlgc86vKyAzpCyKy9X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x4 =10x16 =M18AHS 8x12 =10x16 =1.5x4 =4x12 =3x10 =1.5x4 =10x16 =M18AHS 8x12 =M18AHS 10x12 =2x4 13 26 27 28 29 30 12 31 32 33 34 11 35 36 37 109 38 39 40 8 7114253171819420212251623152426 0-9-0 0-9-0 3-4-5 4-1-5 3-4-5 14-6-0 3-6-3 11-1-11 3-6-3 7-7-8 0-9-0 15 -3-0 0-3-3 11-1-11 3-3-0 10 -10-8 3-6-3 7-7-8 4-1-5 4-1-5 4-1-5 15 -3-0 4 -2 -4 3 -10 -8 0 -1 -6 4 -0 -14 4 -0 -14 0 -1 -6 4 -2 -4 Scale = 1:42.6 Plate Offsets (X, Y):[2:0-8-8,0-2-4], [6:0-8-8,0-2-4], [8:Edge,0-7-0], [10:0-6-0,0-7-8], [12:0-8-0,0-6-4], [13:Edge,0-7-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.09 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.11 10-11 >999 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.05 10-11 >999 240 BCDL 9.0 Weight: 256 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* 12-2,12-4,10-4,9-6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-2 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-5-8, 13=0-5-8 Max Horiz 13=130 (LC 7) Max Uplift 8=-3437 (LC 7), 13=-3502 (LC 6) Max Grav 8=6208 (LC 29), 13=5931 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-208/133, 2-3=-5478/2636, 3-4=-5470/2631, 4-5=-5781/2663, 5-6=-5789/2668, 6-7=-216/133, 1-13=-309/165, 7-8=-322/166 BOT CHORD 12-13=-518/827, 11-12=-3385/7051, 10-11=-3385/7051, 9-10=-2686/5781, 8-9=-473/875 WEBS 2-13=-4603/2449, 6-8=-4865/2481, 2-12=-3223/6850, 4-12=-2243/1040, 4-11=-1178/2715, 4-10=-1846/1016, 5-9=-451/788, 6-9=-3265/7238, 3-12=-445/788 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3502 lb uplift at joint 13 and 3437 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541323G1Hip Girder 8 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:02 Page: 1 ID:lve_ChHY2ZNRCKgS0PhNFvyKXK2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 642 lb up at 0-9-0, 83 lb down and 548 lb up at 0-9-0, 90 lb down and 603 lb up at 2-9-12, 90 lb down and 603 lb up at 4-9-12, 90 lb down and 603 lb up at 6-9-12, 90 lb down and 603 lb up at 8-5-4, 90 lb down and 603 lb up at 10-5-4, 90 lb down and 603 lb up at 12-5-4, and 81 lb down and 548 lb up at 14-6-0, and 174 lb down and 642 lb up at 14-6-0 on top chord, and 1218 lb up at 0-9-0, 1704 lb down and 287 lb up at 1-4-12, 495 lb up at 2-9-12, 1704 lb down and 287 lb up at 3-4-12, 495 lb up at 4-9-12, 1704 lb down and 287 lb up at 5-4-12, 495 lb up at 6-9-12, 1704 lb down and 287 lb up at 7-4-12, 495 lb up at 8-5-4, 1704 lb down and 287 lb up at 9-4-12, 495 lb up at 10-5-4, 1704 lb down and 287 lb up at 11-4-12, 495 lb up at 12-5-4, and 2514 lb down and 288 lb up at 13-4-12, and 1218 lb up at 14-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-6=-88, 6-7=-88, 8-13=-18 Concentrated Loads (lb) Vert: 2=282 (B=150), 6=282 (B=150), 11=-1682 (F), 9=-1682 (F), 16=135, 17=135, 19=135, 20=135, 22=135, 23=135, 26=311 (B), 27=-1682 (F), 29=124 (B), 30=-1682 (F), 31=124 (B), 32=-1682 (F), 34=124 (B), 35=124 (B), 36=-1682 (F), 37=124 (B), 38=124 (B), 39=-2514 (F), 40=311 (B) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541323G1Hip Girder 8 23335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:02 Page: 2 ID:lve_ChHY2ZNRCKgS0PhNFvyKXK2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.5412 =3x6 =3x4 =1.5x4 =3x10 =4x5 =3x4 =3x6 =3x6 19 1 9 16 17 18 8 7 615 10 2 11 12 13 3 14 4 5 1-7-13 1-7-13 4-7-6 6-3-4 4-11-12 11-3-0 0-2-8 11-3-0 0-3-14 1-7-13 1-3-15 1-3-15 4-7-6 6-3-4 4-9-4 11-0-8 4 -1 -12 0 -10 -0 4 -1 -12 Scale = 1:40.9 Plate Offsets (X, Y):[1:0-1-8,0-0-2], [2:0-3-4,0-1-8], [4:0-2-13,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.07 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.09 7-8 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.01 7 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 7-8 >999 240 BCDL 9.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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 (size)7= Mechanical, 9=0-7-12 Max Horiz 9=146 (LC 7) Max Uplift 7=-225 (LC 7), 9=-300 (LC 6) Max Grav 7=885 (LC 16), 9=851 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-129/485, 2-3=-1021/274, 3-4=-188/45, 4-5=-7/0, 4-7=-362/89 BOT CHORD 1-9=-392/140, 8-9=-392/140, 7-8=-323/920, 6-7=0/0 WEBS 2-9=-841/218, 2-8=-193/911, 3-8=-119/239, 3-7=-962/330 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 7 and 300 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 22 lb up at 2-9-8, 11 lb down and 22 lb up at 2-9-8, 96 lb down and 59 lb up at 5-7-7, 96 lb down and 59 lb up at 5-7-7, and 220 lb down and 88 lb up at 8-5-6, and 220 lb down and 88 lb up at 8-5-6 on top chord, and 117 lb up at 2-9-8, 117 lb up at 2-9-8, 5 lb down and 16 lb up at 5-7-7, 5 lb down and 16 lb up at 5-7-7, and 42 lb down and 16 lb up at 8-5-6, and 42 lb down and 16 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-88, 4-5=-88, 1-6=-18 Concentrated Loads (lb) Vert: 13=-53 (F=-26, B=-26), 14=-301 (F=-150, B=-150), 16=64 (F=32, B=32), 18=-3 (F=-2, B=-2), 19=-83 (F=-42, B=-42) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541324HJ1Diagonal Hip Girder 4 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:03 Page: 1 ID:svMh_Cm_5pjR4MpInm73mVyKz99-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.5412 =3x6 =2x4 =2x6 =4x12 =3x4 =3x4 =3x4 =3x4 =6x8 =2x6 11 10 21 9 22 23 8 71920 1 24 12 13 2 14 15 3 16 4 17 18 56 3-5-9 8-8-6 3-11-10 12-8-0 5-2-13 5-2-13 0-2-8 12-8-0 1-5-0 1-5-0 3-5-9 8-8-6 3-9-2 12-5-8 3-9-13 5-2-13 6 -6 -12 0 -10 -0 2 -0 -0 6 -6 -12 Scale = 1:49.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.04 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.05 8-9 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.72 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 10-11 >999 240 BCDL 9.0 Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 5-2-0 oc bracing: 11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8= Mechanical, 11=0-7-6 Max Horiz 11=228 (LC 7) Max Uplift 8=-464 (LC 7), 11=-479 (LC 6) Max Grav 8=1179 (LC 16), 11=1030 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 11-12=-999/450, 2-12=-981/437, 1-2=-33/378, 2-3=-668/344, 3-4=-696/303, 4-5=-183/74, 5-6=-7/0, 5-8=-296/62 BOT CHORD 10-11=-215/36, 9-10=-425/593, 8-9=-331/617, 7-8=0/0, 1-12=-291/59 WEBS 4-8=-1012/486, 3-10=-411/74, 3-9=-131/144, 4-9=-206/317, 2-10=-354/762 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 11 and 464 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 38 lb up at 2-9-8, 39 lb down and 38 lb up at 2-9-8, 155 lb down and 78 lb up at 5-7-7, 155 lb down and 78 lb up at 5-7-7, and 277 lb down and 95 lb up at 8-5-6, and 277 lb down and 95 lb up at 8-5-6 on top chord, and 0 lb down and 105 lb up at 2-9-8, 0 lb down and 105 lb up at 2-9-8, 24 lb down and 62 lb up at 5-7-7, 24 lb down and 62 lb up at 5-7-7, and 64 lb down and 48 lb up at 8-5-6, and 64 lb down and 48 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-88, 2-5=-88, 5-6=-88, 7-11=-18, 1-12=-18 Concentrated Loads (lb) Vert: 16=-171 (F=-86, B=-86), 17=-416 (F=-208, B=-208), 20=5 (F=2, B=2), 21=-48 (F=-24, B=-24), 22=-127 (F=-64, B=-64) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541325HJ2Diagonal Hip Girder 6 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:04 Page: 1 ID:pRc6xhGGDHShAkQHx5nAyDyKyTv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.5412 =3x6 =3x4 =2x6 =2x6 =3x10 =3x4 =3x4 =3x4 =3x4 =6x8 =2x4 23 24112021109 8 722 25 1 12 13 2 14 15 3 16 17 4 18 19 56 3-4-15 7-1-1 3-8-3 3-8-3 3-7-10 10-8-11 4-0-12 14 -9-7 0-2-8 14-9-7 3-7-10 10-8-11 3-10-4 14 -6-15 3-6-11 7-1-1 3-6-7 3-6-7 7 -2 -4 0 -10 -0 2 -0 -0 7 -2 -4 Scale = 1:53.3 Plate Offsets (X, Y):[2:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.04 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.05 8-9 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.72 Horz(CT)-0.01 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.02 8-9 >999 240 BCDL 9.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 11-2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 (size)8= Mechanical, 11=0-7-6 Max Horiz 11=229 (LC 9) Max Uplift 8=-504 (LC 7), 11=-711 (LC 6) Max Grav 8=940 (LC 16), 11=1099 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-149/647, 2-3=-329/376, 3-4=-461/307, 4-5=-180/73, 5-6=-7/0, 5-8=-296/60 BOT CHORD 10-11=-264/15, 9-10=-449/260, 8-9=-336/412, 7-8=0/0, 1-12=-550/154 WEBS 2-10=-453/571, 3-10=-555/31, 3-9=-2/308, 4-9=-270/207, 4-8=-714/517, 11-12=-1087/681, 2-12=-1056/662 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 lb uplift at joint 8 and 711 lb uplift at joint 11. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 37 lb up at 2-9-8, 47 lb down and 37 lb up at 2-9-8, 125 lb down and 70 lb up at 5-7-7, 125 lb down and 70 lb up at 5-7-7, and 260 lb down and 83 lb up at 8-5-6, and 260 lb down and 83 lb up at 8-5-6 on top chord, and 200 lb up at 2-9-8, 200 lb up at 2-9-8, 77 lb up at 5-7-7, 77 lb up at 5-7-7, and 30 lb down and 57 lb up at 8-5-6, and 30 lb down and 57 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-88, 5-6=-88, 7-11=-18, 1-12=-18 Concentrated Loads (lb) Vert: 15=65 (F=33, B=33), 17=-112 (F=-56, B=-56), 18=-382 (F=-191, B=-191), 21=100 (F=50, B=50), 22=16 (F=8, B=8), 23=-51 (F=-25, B=-25) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541326HJ3Diagonal Hip Girder 3 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:04 Page: 1 ID:_6vX2GxVWHaY_HrobKc?iDyKyG7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =1.5x4 =4x12 =4x6 =2x4 1 8 5 4 9 6 2 7 3 1-6-0 1-6-0 2-6-12 4-0-11 0-1-12 1-6-0 0-2-8 4-0-11 1-4-4 1-4-4 2-4-4 3-10-3 2 -0 -6 0 -10 -0 2 -0 -6 Scale = 1:30.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)-0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.01 4-5 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.16 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 9.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-4:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-4-15 Max Horiz 5=73 (LC 7) Max Uplift 4=-171 (LC 29), 5=-135 (LC 6) Max Grav 4=240 (LC 34), 5=496 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/466, 2-3=-51/32, 3-4=-265/28 BOT CHORD 1-5=-374/51, 4-5=-374/51 WEBS 2-4=-56/405, 2-5=-473/88 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 5 and 171 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 22 lb up at 2-9-8, and 31 lb down and 22 lb up at 2-9-8 on top chord, and 117 lb up at 2-9-8, and 117 lb up at 2-9-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-88, 1-4=-18 Concentrated Loads (lb) Vert: 9=62 (F=31, B=31) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541327HJ4Diagonal Hip Girder 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:05 Page: 1 ID:uJHerV9VHqZC9xUoHFn75xyJD8Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =1.5x4 =5x8 =4x5 =1.5x4 1 11 5 12 4 6 2 7 8 9 10 3 1-1-12 1-1-12 6-10-4 8-0-0 0-1-12 1-1-12 1-0-0 1-0-0 6-10-4 8-0-0 4 -2 -0 0 -10 -0 4 -2 -0 Scale = 1:43 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.17 4-5 >465 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.22 4-5 >359 240 TCDL 9.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.01 4-5 >999 240 BCDL 9.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-5-8 Max Horiz 5=166 (LC 11) Max Uplift 4=-81 (LC 14), 5=-85 (LC 14) Max Grav 4=499 (LC 20), 5=667 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-537/216, 2-3=-214/100, 3-4=-345/185 BOT CHORD 1-5=-162/687, 4-5=-460/687 WEBS 2-4=-695/417, 2-5=-537/303 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 85 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541328J1Jack-Closed 9 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:05 Page: 1 ID:8yL22sDN6bFFYPS69GZkCayLEhq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 5 12 =2x6 =1.5x4 =5x8 =1.5x4 13 1 11 6 12 5 4 7 2 8 9 10 3 1-1-12 1-1-12 4-9-15 5-11-11 0-1-12 1-1-12 0-7-5 1-9-1 1-0-0 1-0-0 4-2-10 5-11-11 3 -3 -14 0 -10 -0 3 -3 -14 Scale = 1:42.5 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.08 4-5 >681 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.11 4-5 >544 240 TCDL 9.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.04 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.03 4-5 >999 240 BCDL 9.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=122 (LC 14) Max Uplift 3=-88 (LC 14), 4=-4 (LC 14), 6=-50 (LC 14) Max Grav 3=290 (LC 33), 4=291 (LC 39), 6=558 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-270/276, 2-3=-166/88 BOT CHORD 1-6=-152/342, 5-6=-329/242, 4-5=0/0 WEBS 2-5=-307/416, 2-6=-617/28 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3, 4 lb uplift at joint 4 and 50 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541329J2Jack-Open 7 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:06 Page: 1 ID:QlAzMGpInKWV4LwfcngnPByLENi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =3x4 =1.5x4 10 5 9 4 3 1 6 7 8 2 4-11-11 0-9-1 0-9-1 4-2-10 4-11-11 3 -3 -14 1 -3 -0 3 -3 -14 Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.11 3-4 >517 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.14 3-4 >424 240 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.08 2 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.03 3-4 >999 240 BCDL 9.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 5= Mechanical Max Horiz 5=75 (LC 11) Max Uplift 2=-94 (LC 14), 5=-25 (LC 14) Max Grav 2=317 (LC 20), 3=293 (LC 36), 5=360 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-317/16, 1-2=-98/98 BOT CHORD 4-5=-158/76, 3-4=0/0 WEBS 1-4=-138/286 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5 and 94 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541330J2AJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:06 Page: 1 ID:81PtIlzuPWV0zxhvgEt3lEyLEMD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =5x8 =1.5x4 1 10 6 11 5 12 4 7 2 8 9 3 1-1-12 1-1-12 2-9-15 3-11-11 0-1-12 1-1-12 0-7-5 1-9-1 1-0-0 1-0-0 2-2-10 3-11-11 2 -5 -14 0 -10 -0 2 -5 -14 Scale = 1:40.6 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.02 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.02 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.19 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 9.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=88 (LC 14) Max Uplift 3=-55 (LC 14), 4=-50 (LC 31), 6=-37 (LC 10) Max Grav 3=272 (LC 33), 4=270 (LC 39), 6=453 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-117/300, 2-3=-105/49 BOT CHORD 1-6=-182/150, 5-6=-365/112, 4-5=0/0 WEBS 2-5=-142/462, 2-6=-638/111 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3, 50 lb uplift at joint 4 and 37 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541331J3Jack-Open 7 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:06 Page: 1 ID:dTQGPi29HuJED4aVCjh?3WyLEZ0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 5 12 =1.5x4 =3x4 =1.5x4 4 8 5 7 3 1 6 2 2-11-11 0-9-1 0-9-1 2-2-10 2-11-11 2 -5 -14 1 -3 -0 2 -5 -14 Scale = 1:26.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.02 3-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.02 3-4 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.02 2 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.01 3-4 >999 240 BCDL 9.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 5=0-5-8 Max Horiz 5=53 (LC 11) Max Uplift 2=-55 (LC 14), 3=-4 (LC 11), 5=-9 (LC 14) Max Grav 2=275 (LC 31), 3=275 (LC 36), 5=300 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-275/22, 1-2=-56/56 BOT CHORD 4-5=-103/52, 3-4=0/0 WEBS 1-4=-95/187 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5, 55 lb uplift at joint 2 and 4 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541332J3AJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:07 Page: 1 ID:EYu5nGslO3Zj5CNTUhlFiXyLEOx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 5 12 =2x6 =1.5x4 =5x8 =2x6 1 8 5 9 4 6 2 7 3 1-1-12 1-1-12 0-9-15 1-11-11 0-1-12 1-1-12 0-2-10 1-11-11 0-7-5 1-9-1 1-0-0 1-0-0 1 -7 -14 0 -10 -0 1 -7 -14 Scale = 1:44.2 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=55 (LC 14) Max Uplift 3=-33 (LC 31), 4=-410 (LC 31), 5=-35 (LC 10) Max Grav 3=254 (LC 33), 4=224 (LC 37), 5=761 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-82/340, 2-3=-99/48 BOT CHORD 1-5=-251/81, 4-5=-438/28 WEBS 2-4=-35/554, 2-5=-651/149 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5, 33 lb uplift at joint 3 and 410 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541333J4Jack-Open 10 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:07 Page: 1 ID:g7QogaE3KPqKdJtF4v4RbIyLEgW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =3x4 =3x4 =3x6 =2x6 14 7 6 5 15 1 16 8 9 210 11 3 12 13 4 4-8-0 4-8-0 4-4-0 9-0-0 1-0-0 1-0-0 3-8-0 4-8-0 4-4-0 9-0-0 6 -7 -0 0 -10 -0 2 -0 -0 6 -7 -0 Scale = 1:47.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.05 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.06 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.01 5-6 >999 240 BCDL 9.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 7-8 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)5= Mechanical, 7=0-5-8 Max Horiz 7=261 (LC 13) Max Uplift 5=-147 (LC 11), 7=-80 (LC 10) Max Grav 5=577 (LC 20), 7=696 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 7-8=-667/299, 2-8=-655/251, 1-2=-56/295, 2-3=-388/116, 3-4=-147/115, 4-5=-282/140 BOT CHORD 6-7=-383/302, 5-6=-282/295, 1-8=-197/63 WEBS 3-5=-418/293, 2-6=-39/374, 3-6=-169/180 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7 and 147 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541334J5Jack-Closed 14 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:07 Page: 1 ID:2JVxXhh0Qfr5TWO9M_PqNgyLEIi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =3x4 =3x4 =3x4 =3x4 =1.5x4 6 5 12 4 11 1 7 8 9 2 10 3 3-8-0 3-8-0 4-4-0 8-0-0 3-8-0 3-8-0 4-4-0 8-0-0 6 -7 -0 3 -3 -0 6 -7 -0 3 -3 -0 Scale = 1:45 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.06 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.06 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 (size)4= Mechanical, 6= Mechanical Max Horiz 6=255 (LC 13) Max Uplift 4=-146 (LC 11), 6=-65 (LC 14) Max Grav 4=586 (LC 20), 6=565 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-382/96, 2-3=-149/121, 3-4=-280/143, 1-6=-541/179 BOT CHORD 5-6=-391/308, 4-5=-290/312 WEBS 1-5=-112/410, 2-4=-456/311, 2-5=-183/181 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 4 and 65 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541335J5AJack-Closed 18 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:08 Page: 1 ID:?2GqnRkbxOolPuXtylTDO0yLEHL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =3x10 =1.5x4 6 13 5 14 4 1 15 7 8 2 9 10 11 12 3 6-11-11 1-0-0 1-0-0 1-9-0 2-9-0 4-2-11 6-11-11 5 -8 -14 0 -10 -0 2 -0 -0 5 -8 -14 Scale = 1:37.2 Plate Offsets (X, Y):[2:0-2-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.14 4-5 >482 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.19 4-5 >358 240 TCDL 9.0 Rep Stress Incr YES WB 0.17 Horz(CT)-0.25 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.17 4-5 >418 240 BCDL 9.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=135 (LC 11) Max Uplift 3=-100 (LC 14), 4=-36 (LC 14), 6=-19 (LC 14) Max Grav 3=332 (LC 20), 4=301 (LC 41), 6=631 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-488/27, 2-7=-491/27, 1-2=-225/317, 2-3=-182/103 BOT CHORD 5-6=-230/119, 4-5=0/0, 1-7=-185/302 WEBS 2-5=-227/441 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 6, 100 lb uplift at joint 3 and 36 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541336J6Jack-Open 10 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:08 Page: 1 ID:mDrHlMVOoSkEEOoL7TkUpvyLC6C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =3x4 =1.5x4 9 5 8 4 3 1 6 7 2 5-11-11 1-9-0 1-9-0 4-2-11 5-11-11 5 -8 -14 3 -3 -0 5 -8 -14 Scale = 1:34.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.18 3-4 >385 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.23 3-4 >299 240 TCDL 9.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.32 2 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.17 3-4 >404 240 BCDL 9.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 5= Mechanical Max Horiz 5=130 (LC 11) Max Uplift 2=-114 (LC 14), 3=-27 (LC 11), 5=-9 (LC 14) Max Grav 2=387 (LC 20), 3=302 (LC 36), 5=439 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-387/105, 1-2=-119/119 BOT CHORD 4-5=-216/124, 3-4=0/0 WEBS 1-4=-255/445 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5, 114 lb uplift at joint 2 and 27 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541337J6AJack-Open 2 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:08 Page: 1 ID:L1_bjTEXWBW88FH9TvLs2myLC7r-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 6 10 5 11 4 1 12 7 8 2 9 3 4-11-11 1-0-0 1-0-0 2-2-11 4-11-11 1-9-0 2-9-0 4 -10 -14 0 -10 -0 2 -0 -0 4 -10 -14 Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.05 4-5 >967 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.06 4-5 >819 240 TCDL 9.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.09 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.05 4-5 >949 240 BCDL 9.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=113 (LC 11) Max Uplift 3=-75 (LC 14), 4=-50 (LC 14), 6=-9 (LC 10) Max Grav 3=280 (LC 35), 4=282 (LC 41), 6=486 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-468/48, 2-7=-447/30, 1-2=-90/325, 2-3=-126/66 BOT CHORD 5-6=-190/98, 4-5=0/0, 1-7=-195/122 WEBS 2-5=-188/364 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 6, 75 lb uplift at joint 3 and 50 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541338J7Jack-Open 12 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:09 Page: 1 ID:qhQ6jgJIpeh6HTWuUsXtwRyLCCv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 5 9 4 1 10 6 7 2 8 3 2-11-11 0-2-11 2-11-11 1-0-0 1-0-0 1-9-0 2-9-0 4 -0 -14 0 -10 -0 2 -0 -0 4 -0 -14 Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=91 (LC 11) Max Uplift 3=-57 (LC 33), 4=-101 (LC 11) Max Grav 3=259 (LC 35), 4=259 (LC 39), 5=502 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-487/81, 2-6=-467/37, 1-2=-82/320, 2-3=-78/47 BOT CHORD 4-5=-146/82, 1-6=-189/72 WEBS 2-4=-157/281 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 101 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541339J8Jack-Open 12 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:09 Page: 1 ID:KU3dfiRtg6DFDgOqUiNlAfyLCON-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =3x6 =2x6 =2x6 =5x10 =2x6 10 6 54 11 1 7 8 2 9 3 4-6-6 0-2-8 4-6-6 0-9-7 4-3-14 3-6-7 3-6-7 4 -2 -0 0 -10 -0 2 -0 -0 4 -2 -0 Scale = 1:42.4 Plate Offsets (X, Y):[2:0-1-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.40 Horz(CT)-0.10 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 9.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Except: 4-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-7-6 Max Horiz 6=94 (LC 11) Max Uplift 3=-621 (LC 33), 5=-956 (LC 33), 6=-285 (LC 10) Max Grav 3=145 (LC 10), 5=67 (LC 38), 6=1991 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-1985/1502, 2-7=-1945/1328, 1-2=-440/509, 2-3=-271/256 BOT CHORD 5-6=-196/73, 4-5=0/0, 1-7=-409/411 WEBS 2-5=-366/986 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 6, 956 lb uplift at joint 5 and 621 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541340J9Jack-Open 16 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:09 Page: 1 ID:1uZ4Cqf93Xfc5zKtc0qX72yLBxg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =2x6 =6x8 =2x6 5 4 1 9 6 7 2 8 3 0-7-4 3-3-0 2-7-12 2-7-12 0-1-12 3-3-0 0-7-4 3-1-4 2-6-0 2-6-0 4 -2 -4 0 -10 -0 2 -0 -0 4 -2 -4 Scale = 1:47.9 Plate Offsets (X, Y):[2:0-1-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)0.00 5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)0.00 5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.57 Horz(CT)-0.19 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-4:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3=0-1-8, 4=0-5-8, 5=0-5-8 Max Horiz 5=76 (LC 14) Max Uplift 3=-740 (LC 31), 4=-821 (LC 31) Max Grav 3=133 (LC 33), 4=126 (LC 37), 5=1924 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-185/262, 2-3=-401/176 BOT CHORD 4-5=-162/27, 1-6=-121/159 WEBS 5-6=-1920/510, 2-6=-1883/399, 2-4=-142/841 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 4 and 740 lb uplift at joint 3. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541341J10Jack-Open 64 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:10 Page: 1 ID:?jQgkqXOZ9BcCoggB36tvjyLBvF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x6 =3x4 =3x4 =2x6 =4x12 =3x4 =3x4 =3x6 =2x6 7 14 6 15 5 1 16 8 9 210 11 12 3 13 4 3-11-5 10 -6-0 6-6-11 6-6-11 2-6-0 2-6-0 3-11-5 10 -6-0 4-0-11 6-6-11 7 -2 -8 0 -10 -0 2 -0 -0 7 -2 -8 Scale = 1:51.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.04 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.05 6-7 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)-0.01 5-6 >999 240 BCDL 9.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 7-2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 7-8 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)5= Mechanical, 7=0-5-8 Max Horiz 7=288 (LC 11) Max Uplift 5=-166 (LC 11), 7=-136 (LC 10) Max Grav 5=538 (LC 20), 7=894 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 7-8=-868/520, 2-8=-832/406, 1-2=-218/473, 2-3=-332/95, 3-4=-144/121, 4-5=-279/129 BOT CHORD 6-7=-355/300, 5-6=-253/268, 1-8=-381/215 WEBS 3-5=-367/281, 3-6=-172/181, 2-6=-84/374 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-6-0, Interior (1) 0-6-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 7 and 166 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541342J11Jack-Closed 4 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:10 Page: 1 ID:eS0c5b5INTmZ4b3vzouTciyLBGV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =3x4 =3x4 =3x4 =6x8 =1.5x4 13 6 5 4 12 1 7 8 9 10 2 11 3 4-0-11 4-0-11 3-11-5 8-0-0 3-11-5 8-0-0 4-0-11 4-0-11 7 -2 -8 3 -10 -8 7 -2 -8 Scale = 1:48 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.05 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.05 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 (size)4= Mechanical, 6=0-5-8 Max Horiz 6=279 (LC 11) Max Uplift 4=-167 (LC 11), 6=-67 (LC 14) Max Grav 4=586 (LC 20), 6=565 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-537/196, 1-2=-344/94, 2-3=-151/127, 3-4=-275/133 BOT CHORD 5-6=-419/338, 4-5=-283/292 WEBS 2-4=-454/339, 2-5=-164/191, 1-5=-116/363 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6 and 167 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541343J11AJack-Closed 3 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:10 Page: 1 ID:xWE3vzHCu2B6?VcWvQBdVryLAi6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =6x8 =1.5x4 =7x10 =3x4 =3x4 =3x4 =1.5x4 12 6 5 4 13 8 7 1 9 102 11 3 4-0-14 4-0-14 3-11-2 8-0-0 0-7-4 0-7-4 3-5-10 4-0-14 3-11-2 8-0-0 7 -2 -8 2 -10 -8 7 -2 -8 Scale = 1:50 Plate Offsets (X, Y):[1:0-0-8,Edge], [7:0-4-0,0-3-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.04 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.05 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.32 Horz(CT)-0.02 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 9.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 6-1,3-4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS 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 (size)4= Mechanical, 8=0-5-8 Max Horiz 8=248 (LC 13) Max Uplift 4=-124 (LC 11), 8=-47 (LC 14) Max Grav 4=578 (LC 20), 8=504 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-6/271, 1-7=-6/271, 1-2=-342/127, 2-3=-148/128, 3-4=-277/133 BOT CHORD 5-6=-242/211, 4-5=-225/250 WEBS 2-4=-428/240, 2-5=-115/193, 1-5=-10/253, 1-8=-517/138 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-9-0 to 3-9-0, Interior (1) 3-9-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 4 and 47 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541344J11BCommon113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:11 Page: 1 ID:Y5nLqRudZwyESxG4Bs3pOuyLAg1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =6x8 =1.5x4 =7x10 =4x5 =3x10 =3x4 =1.5x4 6 15 5 16 48 7 31149 1310 12112 4-3-8 4-3-8 3-8-8 8-0-0 0-7-4 0-7-4 3-8-4 4-3-8 3-8-8 8-0-0 5 -7 -1 2 -9 -9 4 -0 -8 4 -7 -1 1 -0 -0 Scale = 1:39.8 Plate Offsets (X, Y):[1:0-0-8,Edge], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.04 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.04 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.02 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 9.0 Weight: 59 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS 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 (size)4= Mechanical, 8=0-5-8 Max Horiz 8=113 (LC 13) Max Uplift 4=-66 (LC 15), 8=-62 (LC 14) Max Grav 4=456 (LC 21), 8=407 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-262/179, 2-3=-219/155, 6-7=0/274, 1-7=0/274, 3-4=-431/214 BOT CHORD 5-6=-125/116, 4-5=-70/76 WEBS 2-5=-188/125, 1-5=-13/156, 3-5=-116/217, 1-8=-424/195 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-9-0 to 3-9-0, Interior (1) 3-9-0 to 4-3-8, Exterior(2R) 4-3-8 to 7-3-8, Interior (1) 7-3-8 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 62 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541345J11CCommon313335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:11 Page: 1 ID:ANY0PhTXX2ofZbz2zg5Fz5yLAGl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x46 13 5 14 4 1 15 7 8 2 9 10 11 12 3 2-7-12 2-7-12 5-9-15 8-5-11 1-9-1 4-3-1 2-6-0 2-6-0 4-2-10 8-5-11 6 -4 -6 0 -10 -0 2 -0 -0 6 -4 -6 Scale = 1:43.4 Plate Offsets (X, Y):[2:0-3-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)0.16 4-5 >441 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.17 4-5 >403 240 TCDL 9.0 Rep Stress Incr YES WB 0.47 Horz(CT)-0.31 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.14 4-5 >501 240 BCDL 9.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-5:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=151 (LC 14) Max Uplift 3=-88 (LC 14), 4=-45 (LC 14), 6=-58 (LC 10) Max Grav 3=315 (LC 20), 4=290 (LC 39), 6=860 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-252/408, 2-3=-197/95 BOT CHORD 5-6=-176/85, 4-5=0/0, 1-7=-288/237 WEBS 6-7=-811/239, 2-7=-795/123, 2-5=-176/365 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-6-0, Interior (1) 0-6-0 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3, 58 lb uplift at joint 6 and 45 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541346J12Jack-Open 4 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:12 Page: 1 ID:DonsntprdSgfJiRGFOXNxIyL6AD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =1.5x4 =3x4 =1.5x4 5 8 4 9 3 1 6 7 2 5-11-11 1-9-1 1-9-1 4-2-10 5-11-11 6 -4 -6 3 -10 -8 6 -4 -6 Scale = 1:37.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.18 3-4 >385 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.23 3-4 >299 240 TCDL 9.0 Rep Stress Incr YES WB 0.21 Horz(CT)-0.43 2 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.22 3-4 >315 240 BCDL 9.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 5=0-5-8 Max Horiz 5=130 (LC 11) Max Uplift 2=-114 (LC 14), 3=-37 (LC 11), 5=-3 (LC 14) Max Grav 2=387 (LC 20), 3=302 (LC 36), 5=439 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-387/178, 1-2=-119/119 BOT CHORD 4-5=-229/136, 3-4=0/0 WEBS 1-4=-326/550 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 5, 114 lb uplift at joint 2 and 37 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541347J12AJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:12 Page: 1 ID:2IkOseqnWSp9?nwUdgm5woyL5qF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =3x4 =4x12 =6x8 =2x4 =M18AHS 10x18 =2x6 6 5 14 413 8 1 15 7 9 10 2 11 12 3 8-5-11 1-1-14 4-3-2 0-7-4 3-1-4 2-6-0 2-6-0 4-2-9 8-5-11 6 -4 -6 0 -10 -0 2 -0 -0 6 -4 -6 Scale = 1:44.7 Plate Offsets (X, Y):[1:0-1-8,0-0-4], [2:0-3-4,Edge], [7:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)0.16 4-5 >378 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)0.17 4-5 >370 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.28 Horz(CT)-0.33 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.06 4-5 >999 240 BCDL 9.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 8=0-5-2 Max Horiz 8=152 (LC 11) Max Uplift 3=-76 (LC 14), 4=-74 (LC 33), 8=-102 (LC 10) Max Grav 3=282 (LC 35), 4=275 (LC 41), 8=958 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-8=-502/199, 7-8=-1169/558, 2-7=-1145/417, 1-2=-350/598, 2-3=-180/74 BOT CHORD 5-6=-187/31, 4-5=0/0, 1-7=-500/343 WEBS 2-5=-116/695 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-9-0, Interior (1) 0-9-0 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 3, 74 lb uplift at joint 4 and 102 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541348J12BJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:12 Page: 1 ID:MGqbkv98rxYhaXlRV3DernyL5oY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =3x10 =1.5x46 12 5 13 4 1 14 15 7 8 2 9 10 11 3 2-7-12 2-7-12 3-9-15 6-5-11 2-2-10 6-5-11 1-9-1 4-3-1 2-6-0 2-6-0 5 -6 -6 0 -10 -0 2 -0 -0 5 -6 -6 Scale = 1:41.1 Plate Offsets (X, Y):[1:Edge,0-2-10], [2:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)0.06 4-5 >776 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)0.06 4-5 >766 240 TCDL 9.0 Rep Stress Incr YES WB 0.50 Horz(CT)-0.16 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.04 4-5 >999 240 BCDL 9.0 Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-5:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-5-8 Max Horiz 6=128 (LC 14) Max Uplift 3=-69 (LC 14), 4=-104 (LC 31), 6=-48 (LC 10) Max Grav 3=271 (LC 33), 4=263 (LC 39), 6=831 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-260/427, 2-3=-148/51 BOT CHORD 5-6=-171/61, 4-5=0/0, 1-7=-311/245 WEBS 6-7=-879/307, 2-7=-847/189, 2-5=-126/355 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-6-0, Interior (1) 0-6-0 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 3, 48 lb uplift at joint 6 and 104 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541349J13Jack-Open 5 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:13 Page: 1 ID:IUc3XEwPFOgPLIoUe_BMvSyL5ae-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =3x4 =4x12 =6x8 =2x4 =M18AHS 10x18 =2x6 6 12 5 13 4 8 1 14 7 9 2 10 11 3 6-5-11 1-1-14 4-3-2 0-7-4 3-1-4 2-2-9 6-5-11 2-6-0 2-6-0 5 -6 -6 0 -10 -0 2 -0 -0 5 -6 -6 Scale = 1:44.4 Plate Offsets (X, Y):[1:0-1-8,0-0-4], [2:0-4-4,Edge], [7:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)0.06 4-5 >628 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT)0.07 4-5 >547 240 M18AHS 169/162 TCDL 9.0 Rep Stress Incr YES WB 0.31 Horz(CT)-0.19 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)-0.02 4-5 >999 240 BCDL 9.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 8=0-5-2 Max Horiz 8=130 (LC 11) Max Uplift 3=-70 (LC 33), 4=-190 (LC 33), 8=-102 (LC 10) Max Grav 3=259 (LC 35), 4=238 (LC 41), 8=987 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-8=-492/183, 7-8=-1302/715, 2-7=-1273/571, 1-2=-362/604, 2-3=-137/41 BOT CHORD 5-6=-207/44, 4-5=0/0, 1-7=-507/355 WEBS 2-5=-164/768 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-9-0, Interior (1) 0-9-0 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3, 190 lb uplift at joint 4 and 102 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541350J13BJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:13 Page: 1 ID:vX5UJ47Wxp9MjWsWxGSaQKyL5Z5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =3x10 =1.5x45 410 1 11 6 7 2 8 9 3 2-7-12 2-7-12 1-9-15 4-5-11 0-2-10 4-5-11 1-9-1 4-3-1 2-6-0 2-6-0 4 -8 -6 0 -10 -0 2 -0 -0 4 -8 -6 Scale = 1:42.5 Plate Offsets (X, Y):[1:Edge,0-2-10], [2:0-3-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)-0.01 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.52 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-4:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=97 (LC 14) Max Uplift 3=-120 (LC 31), 4=-310 (LC 31), 5=-28 (LC 10) Max Grav 3=243 (LC 33), 4=215 (LC 37), 5=837 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-236/436, 2-3=-111/38 BOT CHORD 4-5=-179/38, 1-6=-320/217 WEBS 5-6=-822/392, 2-6=-782/277, 2-4=-80/371 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-6-0, Interior (1) 0-6-0 to 1-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 120 lb uplift at joint 3 and 310 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541351J14Jack-Open 5 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:13 Page: 1 ID:J_Yc_I6agiBmm_xueWMQgQyL5Se-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =3x4 =4x12 =6x8 =1.5x4 =6x16 =2x6 5 10 4 7 1 11 6 8 2 9 3 4-5-11 0-2-9 4-5-11 1-1-14 4-3-2 0-7-4 3-1-4 2-6-0 2-6-0 4 -8 -6 0 -10 -0 2 -0 -0 4 -8 -6 Scale = 1:44.5 Plate Offsets (X, Y):[1:0-1-8,0-0-4], [2:0-2-8,0-3-0], [6:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.37 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S Wind(LL)0.00 4-5 >999 240 BCDL 9.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 7=0-5-2 Max Horiz 7=108 (LC 11) Max Uplift 3=-98 (LC 33), 4=-826 (LC 33), 7=-128 (LC 10) Max Grav 3=238 (LC 35), 4=104 (LC 39), 7=1329 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-7=-41/250, 6-7=-1391/873, 2-6=-1354/728, 1-2=-367/619, 2-3=-93/36 BOT CHORD 4-5=-248/93, 1-6=-526/362 WEBS 2-4=-345/920 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-6-0 to 0-9-0, Interior (1) 0-9-0 to 1-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3, 128 lb uplift at joint 7 and 826 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541352J14BJack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:14 Page: 1 ID:ILKAa3oS0P0foOA0CmdtKDyL59h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =5x8 =4x5 =1.5x4 9 1 8 5 4 6 2 7 3 1-1-12 1-1-12 3-10-4 5-0-0 0-1-12 1-1-12 1-0-0 1-0-0 3-10-4 5-0-0 2 -11 -0 0 -10 -0 2 -11 -0 Scale = 1:38.1 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-2-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.04 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.05 4-5 >901 240 TCDL 9.0 Rep Stress Incr NO WB 0.09 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.01 4-5 >999 240 BCDL 9.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-2-1 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-5-8 Max Horiz 5=111 (LC 36) Max Uplift 4=-76 (LC 10), 5=-75 (LC 6) Max Grav 4=431 (LC 16), 5=647 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-317/293, 2-3=-117/55, 3-4=-276/46 BOT CHORD 1-5=-198/298, 4-5=-198/298 WEBS 2-5=-317/137, 2-4=-309/205 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4 and 75 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 lb down and 33 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-88, 1-4=-18 Concentrated Loads (lb) Vert: 9=-342 (B) Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541353J15Jack-Closed 4 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:14 Page: 1 ID:jkbbvXSJI?p?HhIOM5bXWcyL58r-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 5 9 4 1 10 6 7 2 8 3 2-7-12 0-2-9 2-7-12 1-0-4 2-5-4 1-4-15 1-4-15 3 -7 -6 0 -10 -0 2 -0 -0 3 -7 -6 Scale = 1:40.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.13 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-13 oc purlins, except end verticals. Except: 5-4-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-7-6 Max Horiz 5=79 (LC 11) Max Uplift 3=-207 (LC 33), 4=-213 (LC 33), 5=-16 (LC 10) Max Grav 3=237 (LC 35), 4=237 (LC 39), 5=762 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-754/252, 2-6=-732/177, 1-2=-146/329, 2-3=-90/36 BOT CHORD 4-5=-112/64, 1-6=-216/128 WEBS 2-4=-202/353 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 207 lb uplift at joint 3 and 213 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541354J16Jack-Open 2 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:15 Page: 1 ID:CAU5xdwv0_evNCTotfncKryL55e-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =2x6 6 5 4 1 10 7 8 2 9 3 1-11-0 0-2-8 1-11-0 0-8-8 1-8-8 1-0-0 1-0-0 3 -7 -9 0 -10 -0 2 -0 -0 3 -7 -9 Scale = 1:39.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.16 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-5-8 Max Horiz 6=79 (LC 11) Max Uplift 3=-248 (LC 33), 5=-231 (LC 11) Max Grav 3=237 (LC 35), 5=245 (LC 38), 6=760 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-756/206, 2-7=-740/205, 1-2=-95/252, 2-3=-137/47 BOT CHORD 5-6=-94/68, 4-5=0/0, 1-7=-104/88 WEBS 2-5=-311/430 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 5 and 248 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541355J17Jack-Open 2 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:15 Page: 1 ID:2mbCI?seaqgLxe7LhY7uGNyL539-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 6 10 54 1 11 7 8 2 9 3 4-0-1 0-2-14 4-0-1 1-5-0 1-5-0 2-4-3 3-9-3 4 -0 -2 0 -10 -0 2 -0 -0 4 -0 -2 Scale = 1:33.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.01 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.01 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.08 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. Except: 5-5-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-7-6 Max Horiz 6=89 (LC 11) Max Uplift 3=-49 (LC 33), 5=-93 (LC 33), 6=-48 (LC 10) Max Grav 3=262 (LC 35), 5=264 (LC 38), 6=534 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-514/267, 2-7=-489/192, 1-2=-149/405, 2-3=-66/36 BOT CHORD 5-6=-141/76, 4-5=0/0, 1-7=-302/131 WEBS 2-5=-119/221 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 6, 49 lb uplift at joint 3 and 93 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541356J18Jack-Open 2 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:15 Page: 1 ID:Qe9V?bURF5l_kJ52UttFj1yL4q8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 9 5 4 1 10 6 7 2 8 3 2-10-8 0-2-11 2-10-8 1-0-0 1-0-0 1-7-13 2-7-13 4 -0 -6 0 -10 -0 2 -0 -0 4 -0 -6 Scale = 1:35.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=90 (LC 11) Max Uplift 3=-64 (LC 33), 4=-106 (LC 11) Max Grav 3=258 (LC 35), 4=258 (LC 39), 5=511 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-497/77, 2-6=-477/34, 1-2=-84/316, 2-3=-79/47 BOT CHORD 4-5=-143/81, 1-6=-185/74 WEBS 2-4=-161/287 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 106 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541357J19Jack-Open 2 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:16 Page: 1 ID:IOM7qcSpdMxrU0QYFO1ZgAyL4VX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 9 5 4 1 10 6 7 2 8 3 3-5-0 0-2-11 3-5-0 1-5-0 1-5-0 1-9-5 3-2-4 3 -10 -1 0 -10 -0 2 -0 -0 3 -10 -1 Scale = 1:34.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Except: 5-6-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-7-6 Max Horiz 5=85 (LC 11) Max Uplift 3=-85 (LC 33), 4=-130 (LC 33), 5=-38 (LC 10) Max Grav 3=254 (LC 35), 4=253 (LC 39), 5=585 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-569/257, 2-6=-545/182, 1-2=-153/383, 2-3=-63/36 BOT CHORD 4-5=-127/70, 1-6=-277/136 WEBS 2-4=-134/243 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5, 85 lb uplift at joint 3 and 130 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541358J20Jack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:16 Page: 1 ID:u3YZttNQsPjUDYhqgNyJ3NyKzef-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 5 9 4 1 10 6 7 2 8 3 2-5-8 0-2-9 2-5-8 1-2-15 2-2-15 1-0-0 1-0-0 3 -10 -5 0 -10 -0 2 -0 -0 3 -10 -5 Scale = 1:38.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.13 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=85 (LC 11) Max Uplift 3=-107 (LC 33), 4=-137 (LC 11) Max Grav 3=252 (LC 35), 4=251 (LC 39), 5=569 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-558/77, 2-6=-540/75, 1-2=-88/298, 2-3=-80/48 BOT CHORD 4-5=-131/75, 1-6=-161/80 WEBS 2-4=-193/336 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 137 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541359J21Jack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:16 Page: 1 ID:cmcJ?AuWw0d?ONOQl37iP1yKzWE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 3.54 12 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 5 9 4 1 10 6 7 2 8 3 3-2-14 0-2-10 3-2-14 1-7-4 3-0-3 1-5-0 1-5-0 3 -9 -7 0 -10 -0 2 -0 -0 3 -9 -7 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. Except: 5-6-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-7-6 Max Horiz 5=83 (LC 11) Max Uplift 3=-102 (LC 33), 4=-144 (LC 33), 5=-35 (LC 10) Max Grav 3=251 (LC 35), 4=250 (LC 39), 5=609 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-596/255, 2-6=-572/180, 1-2=-153/374, 2-3=-63/36 BOT CHORD 4-5=-123/68, 1-6=-267/136 WEBS 2-4=-142/255 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5, 102 lb uplift at joint 3 and 144 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541360J22Jack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:17 Page: 1 ID:w4LfjVECEc4UfBDj7pbCGyyKzTC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =1.5x4 =4x12 =1.5x4 9 5 4 1 10 6 7 2 8 3 2-4-0 0-2-9 2-4-0 1-1-7 2-1-7 1-0-0 1-0-0 3 -9 -11 0 -10 -0 2 -0 -0 3 -9 -11 Scale = 1:38.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.14 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 BCDL 9.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=84 (LC 11) Max Uplift 3=-126 (LC 33), 4=-151 (LC 11) Max Grav 3=249 (LC 35), 4=249 (LC 39), 5=596 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-586/95, 2-6=-568/93, 1-2=-89/290, 2-3=-81/48 BOT CHORD 4-5=-128/74, 1-6=-152/81 WEBS 2-4=-209/362 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 151 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541361J23Jack-Open 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:17 Page: 1 ID:?KNTiiSxhLgHfZtxzpOeK1yKzRe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 5 12 =2x6 =1.5x4 =4x12 =3x4 =1.5x4 1 8 5 9 4 6 2 7 3 1-1-12 1-1-12 1-9-12 2-11-8 0-1-8 2-11-8 0-1-12 1-1-12 1-0-0 1-0-0 1-8-4 2-10 -0 2 -0 -13 0 -10 -0 1 -9 -5 0 -3 -8 0 -6 -3 0 -6 -3 0 -5 -0 0 -11 -3 Scale = 1:36 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 4-5 >999 240 BCDL 9.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=74 (LC 13) Max Uplift 4=-177 (LC 33), 5=-53 (LC 10) Max Grav 4=245 (LC 38), 5=507 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-96/367, 2-3=-70/40, 3-4=-259/57 BOT CHORD 1-5=-260/95, 4-5=-260/76 WEBS 2-5=-445/183, 2-4=-59/304 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 5 and 177 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 116 lb up at 2-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-88, 1-4=-18 Concentrated Loads (lb) Vert: 4=-50 Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541362J24Jack-Closed 3 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:17 Page: 1 ID:gHWVeZ6UNIrMzgIkDZAu6uyJD5v-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =1.5x4 =4x12 =4x5 =3x4 =3x4 =1.5x4 1 12 7 13 6 14 5 8 2 9 3 10 11 4 1-1-12 1-1-12 3-9-2 4-10-14 3-7-10 8-6-8 0-1-8 8-6-8 0-1-12 1-1-12 1-0-0 1-0-0 3-6-2 8-5-0 3-9-2 4-10-14 4 -4 -11 0 -10 -0 4 -1 -3 0 -3 -8 0 -6 -3 0 -6 -3 0 -5 -0 0 -11 -3 Scale = 1:43.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.03 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.04 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 9.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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 (size)5=0-1-8, 7=0-5-8 Max Horiz 7=176 (LC 11) Max Uplift 5=-108 (LC 14), 7=-93 (LC 14) Max Grav 5=542 (LC 21), 7=683 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/348, 2-3=-579/123, 3-4=-111/82, 4-5=-275/108 BOT CHORD 1-7=-241/146, 6-7=-269/225, 5-6=-235/448 WEBS 3-5=-557/231, 3-6=-29/250, 2-6=-47/359, 2-7=-609/251 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 7 and 108 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541363M1Monopitch413335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:18 Page: 1 ID:AJJd3fY0YhjYgFZr8kSNupyKzL3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =2x6 =4x6 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =2x4 =1.5x4 1 15 9 16 8 17 7 18 6 10 2 11 12 3 13 4 14 5 8-6-8 8-6-8 4 -4 -11 0 -10 -0 4 -4 -11 0 -6 -3 0 -6 -3 1 -0 -0 1 -6 -3 Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(TL)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-2:2x4 DF Stud/Std BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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 (size)6=7-6-8, 7=7-6-8, 8=7-6-8, 9=7-6-8 Max Horiz 9=176 (LC 11) Max Uplift 6=-53 (LC 34), 7=-41 (LC 14), 8=-496 (LC 34), 9=-23 (LC 14) Max Grav 6=266 (LC 45), 7=416 (LC 20), 8=241 (LC 43), 9=809 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-310/176, 2-3=-256/140, 3-4=-137/110, 4-5=-75/81, 5-6=-256/91 BOT CHORD 1-9=-163/342, 8-9=-78/91, 7-8=-78/91, 6-7=-78/91 WEBS 4-7=-334/146, 3-8=-233/299, 2-9=-503/212 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 8-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 6, 41 lb uplift at joint 7, 496 lb uplift at joint 8 and 23 lb uplift at joint 9. 9)Non Standard bearing condition. Review required. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541364M1GMonopitch Supported Gable 1 13335625 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:18 Page: 1 ID:BdrSDAM9ygegin52dT2PCYyKzCG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =6x8 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =6x8 =3x4 71 2 17 10 18 9 19 8 20 6 11 16 12 154131435 1-0-11 -1-0-11 1-0-11 14-8-10 2-9-11 2-9-11 2-9-11 13 -7-14 8-0-8 10-10-3 13-7-14 1 -7 -9 0 -4 -1 0 -1 -10 1 -4 -7 1 -4 -7 0 -1 -10 1 -6 -1 Scale = 1:31.9 Plate Offsets (X, Y):[3:0-4-2,Edge], [5:0-4-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-7-14, 6=13-7-14, 8=13-7-14, 9=13-7-14, 10=13-7-14 Max Horiz 2=-25 (LC 15) Max Uplift 2=-53 (LC 14), 6=-57 (LC 15), 8=-51 (LC 10), 9=-116 (LC 11), 10=-52 (LC 10) Max Grav 2=318 (LC 35), 6=318 (LC 35), 8=409 (LC 22), 9=746 (LC 34), 10=409 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-91/61, 3-4=-18/56, 4-5=-18/56, 5-6=-91/60, 6-7=0/39 BOT CHORD 2-10=-6/32, 9-10=-7/35, 8-9=-7/35, 6-8=-6/32 WEBS 4-9=-671/232, 3-10=-335/155, 5-8=-335/153 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-14 to 3-4-14, Exterior(2N) 3-4-14 to 3-11-0, Corner(3R) 3-11-0 to 6-11-0, Exterior (2N) 6-11-0 to 11-11-8, Corner(3R) 11-11-8 to 14-9-3, Exterior(2N) 14-9-3 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 2, 57 lb uplift at joint 6, 116 lb uplift at joint 9, 52 lb uplift at joint 10 and 51 lb uplift at joint 8. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541365PB1Piggyback113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:19 Page: 1 ID:JRJ5Hv4QKRfWyiU0GiqloayLFEt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 91 2 21 12 22 11 23 10 24 8 2013 191473 1815 5 1716 64 1-0-11 -1-0-11 1-0-11 14-8-10 4-0-8 8-10 -3 4-9-11 13-7-14 4-9-11 4-9-11 13-7-14 2 -5 -9 0 -4 -1 0 -1 -10 2 -2 -7 2 -2 -7 0 -1 -10 2 -4 -1 Scale = 1:32 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-7-14, 8=13-7-14, 10=13-7-14, 11=13-7-14, 12=13-7-14 Max Horiz 2=39 (LC 14) Max Uplift 2=-58 (LC 10), 8=-59 (LC 11), 10=-88 (LC 15), 11=-61 (LC 10), 12=-90 (LC 14) Max Grav 2=370 (LC 35), 8=370 (LC 35), 10=498 (LC 35), 11=505 (LC 34), 12=498 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-295/84, 3-4=-306/155, 4-5=-225/155, 5-6=-225/155, 6-7=-306/155, 7-8=-295/83, 8-9=0/39 BOT CHORD 2-12=-24/220, 11-12=-24/220, 10-11=-24/220, 8-10=-24/220 WEBS 5-11=-431/152, 3-12=-420/178, 7-10=-420/177 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-14 to 3-4-14, Exterior(2N) 3-4-14 to 5-11-0, Corner(3R) 5-11-0 to 8-11-0, Exterior (2N) 8-11-0 to 9-11-8, Corner(3R) 9-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2, 59 lb uplift at joint 8, 61 lb uplift at joint 11, 90 lb uplift at joint 12 and 88 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541366PB2Piggyback113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:19 Page: 1 ID:jIWfUkKzdaAgMn0sRvBRboyLFEZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x4 7111202 10 22 9 23 8 24 6 21 12 19 181335 14 17 15 16 4 1-0-11 -1-0-11 1-0-11 14-8-10 6-9-15 6-9-15 6-9-15 13 -7-14 13-7-14 3 -3 -11 0 -4 -1 3 -2 -3 Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-7-14, 6=13-7-14, 8=13-7-14, 9=13-7-14, 10=13-7-14 Max Horiz 2=-55 (LC 15) Max Uplift 2=-36 (LC 10), 6=-38 (LC 11), 8=-128 (LC 15), 9=-22 (LC 14), 10=-128 (LC 14) Max Grav 2=302 (LC 34), 6=302 (LC 38), 8=614 (LC 22), 9=386 (LC 44), 10=614 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-84/66, 3-4=-145/96, 4-5=-145/95, 5-6=-84/66, 6-7=0/39 BOT CHORD 2-10=-9/47, 9-10=-9/47, 8-9=-9/47, 6-8=-9/47 WEBS 4-9=-304/99, 3-10=-544/200, 5-8=-544/200 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-4-14 to 3-4-14, Interior (1) 3-4-14 to 7-11-4, Exterior(2R) 7-11-4 to 10-11-4, Interior (1) 10-11-4 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 2, 38 lb uplift at joint 6, 22 lb uplift at joint 9, 128 lb uplift at joint 10 and 128 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541367PB3Piggyback1013335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:20 Page: 1 ID:ZjHTDl_j2G46TgZ5GITzXbyLF_C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 91 21 2 12 22 11 23 10 24 8 2013 191473 1815 5 1716 64 1-0-11 -1-0-11 1-0-11 14-8-10 2-1-8 7-10 -11 5-9-3 5-9-3 5-9-3 13-7-14 13 -7-14 2 -10 -6 0 -4 -1 0 -1 -10 2 -7 -4 2 -7 -4 0 -1 -10 2 -8 -14 Scale = 1:31.9 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-7-14, 8=13-7-14, 10=13-7-14, 11=13-7-14, 12=13-7-14 Max Horiz 2=46 (LC 14) Max Uplift 2=-50 (LC 10), 8=-51 (LC 11), 10=-108 (LC 15), 11=-33 (LC 10), 12=-110 (LC 14) Max Grav 2=363 (LC 35), 8=363 (LC 35), 10=557 (LC 35), 11=396 (LC 22), 12=557 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-274/65, 3-4=-298/149, 4-5=-197/164, 5-6=-197/164, 6-7=-298/149, 7-8=-274/64, 8-9=0/39 BOT CHORD 2-12=-11/191, 11-12=-11/191, 10-11=-11/191, 8-10=-11/191 WEBS 5-11=-322/132, 3-12=-482/205, 7-10=-482/205 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-14 to 3-4-14, Exterior(2N) 3-4-14 to 6-10-8, Corner(3E) 6-10-8 to 9-0-0, Corner (3R) 9-0-0 to 11-11-4, Exterior(2N) 11-11-4 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 2, 51 lb uplift at joint 8, 33 lb uplift at joint 11, 110 lb uplift at joint 12 and 108 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541368PB4Piggyback113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:20 Page: 1 ID:hDZNyB9t?GjGWg2bXWC0ZKyLF_?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 =3x4 91 2 21 12 22 11 23 10 24 8 2013 19147318155161746 1-0-11 -1-0-11 1-0-11 14 -8-10 3-9-3 3-9-3 3-9-3 13 -7-14 6-1-8 9-10-11 13 -7-14 2 -0 -6 0 -4 -1 0 -1 -10 1 -9 -4 1 -9 -4 0 -1 -10 1 -10 -14 Scale = 1:31.9 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=13-7-14, 8=13-7-14, 10=13-7-14, 11=13-7-14, 12=13-7-14 Max Horiz 2=-32 (LC 19) Max Uplift 2=-57 (LC 10), 8=-59 (LC 11), 10=-67 (LC 15), 11=-92 (LC 10), 12=-71 (LC 14) Max Grav 2=313 (LC 35), 8=313 (LC 35), 10=456 (LC 35), 11=649 (LC 34), 12=456 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-245/87, 3-4=-268/123, 4-5=-224/110, 5-6=-224/110, 6-7=-268/124, 7-8=-245/87, 8-9=0/39 BOT CHORD 2-12=-23/219, 11-12=-23/219, 10-11=-23/219, 8-10=-23/219 WEBS 5-11=-573/195, 3-12=-377/165, 7-10=-377/164 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-14 to 3-4-14, Exterior(2N) 3-4-14 to 4-10-8, Corner(3R) 4-10-8 to 7-11-4, Exterior (2N) 7-11-4 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 2, 59 lb uplift at joint 8, 92 lb uplift at joint 11, 71 lb uplift at joint 12 and 67 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541369PB5Piggyback113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:21 Page: 1 ID:KXIwTIIOAyEZzWzuE2Qq2syLEzp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 512 =3x4 =3x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x4 =3x4 91 2 19 12 20 11 21 10 22 8 1813 164155 614 173 7 1-0-11 -1-0-11 1-0-11 14 -8-10 1-9-3 1-9-3 1-9-3 13-7-14 10-1-8 11-10-11 13-7-14 1 -2 -6 0 -4 -1 0 -1 -10 0 -11 -4 0 -11 -4 0 -1 -10 1 -0 -14 Scale = 1:32.3 Plate Offsets (X, Y):[3:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-S BCDL 9.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=13-7-14, 8=13-7-14, 10=13-7-14, 11=13-7-14, 12=13-7-14 Max Horiz 2=-17 (LC 15) Max Uplift 2=-50 (LC 14), 8=-51 (LC 15), 10=-78 (LC 10), 11=-103 (LC 11), 12=-77 (LC 11) Max Grav 2=314 (LC 35), 8=314 (LC 35), 10=531 (LC 34), 11=684 (LC 34), 12=531 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-172/63, 3-4=-140/49, 4-5=-132/45, 5-6=-132/45, 6-7=-140/49, 7-8=-172/63, 8-9=0/39 BOT CHORD 2-12=-44/132, 11-12=-44/132, 10-11=-44/132, 8-10=-44/132 WEBS 5-11=-609/213, 4-12=-466/175, 6-10=-466/177 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-14 to 2-10-8, Corner(3R) 2-10-8 to 5-10-8, Exterior(2N) 5-10-8 to 13-0-0, Corner (3E) 13-0-0 to 15-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 2, 51 lb uplift at joint 8, 103 lb uplift at joint 11, 77 lb uplift at joint 12 and 78 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541370PB6Piggyback113335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:21 Page: 1 ID:scGzqmURPtFItzBzAPiaiEyLEzZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =3x4 =3x4 =1.5x4 6 8 5 1 2 7 3 4 1-10-8 0-2-4 0-2-4 0-2-4 1-10-8 1-6-0 1-8-4 3 -10 -8 Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.12 Horz(CT)-0.01 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-10-8, 4=1-10-8, 5=1-10-8, 6=1-10-8 Max Horiz 1=-137 (LC 8) Max Uplift 1=-95 (LC 9), 4=-49 (LC 28), 5=-161 (LC 8), 6=-79 (LC 9) Max Grav 1=251 (LC 26), 4=145 (LC 29), 5=279 (LC 36), 6=280 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-194/191, 1-2=-246/246, 2-3=-69/75, 3-4=0/0, 3-5=-191/128 BOT CHORD 5-6=-69/75 WEBS 2-5=-316/315 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 6, 95 lb uplift at joint 1, 49 lb uplift at joint 4 and 161 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541371SP1Blocking6213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:22 Page: 1 ID:iaCWoFABzNRCDk2w0tDxVFyLEyg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =4x5 =4x5 =1.5x4 6 8 5 12 7 34 1-6-0 0-2-4 0-2-4 0-2-4 1-6-0 1-1-8 1-3-12 3 -10 -8 Scale = 1:39.6 Plate Offsets (X, Y):[5:0-3-0,0-1-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.15 Horz(CT)-0.01 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-6-0, 4=1-6-0, 5=1-6-0, 6=1-6-0 Max Horiz 1=-137 (LC 8) Max Uplift 1=-138 (LC 9), 4=-13 (LC 8), 5=-199 (LC 8), 6=-74 (LC 9) Max Grav 1=255 (LC 26), 4=156 (LC 29), 5=269 (LC 36), 6=269 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-137/164, 1-2=-246/246, 2-3=-69/75, 3-4=0/0, 3-5=-134/98 BOT CHORD 5-6=-69/75 WEBS 2-5=-405/404 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 6, 138 lb uplift at joint 1, 13 lb uplift at joint 4 and 199 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541372SP2Blocking813335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:22 Page: 1 ID:Pe6jWgTI3fUC8uyv69ZQjPyLErr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =3x4 =3x4 =1.5x4 6 8 5 1 2 7 3 4 1-9-7 0-2-4 0-2-4 0-2-4 1-9-7 1-4-15 1-7-3 3 -10 -8 Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.13 Horz(CT)-0.01 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-9-7, 4=1-9-7, 5=1-9-7, 6=1-9-7 Max Horiz 1=-137 (LC 8) Max Uplift 1=-103 (LC 9), 4=-36 (LC 28), 5=-167 (LC 8), 6=-77 (LC 9) Max Grav 1=252 (LC 26), 4=148 (LC 29), 5=277 (LC 36), 6=277 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-180/183, 1-2=-246/246, 2-3=-69/75, 3-4=0/0, 3-5=-177/120 BOT CHORD 5-6=-69/75 WEBS 2-5=-333/332 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 6, 103 lb uplift at joint 1, 36 lb uplift at joint 4 and 167 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541373SP3Blocking813335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:23 Page: 1 ID:3mQXkDEpD?QGCaG0ItBCmhyLEqs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =4x5 =4x5 =1.5x4 6 8 5 12 7 34 1-3-0 0-2-4 0-2-4 0-2-4 1-3-0 0-10 -8 1-0-12 3 -10 -8 Scale = 1:39.7 Plate Offsets (X, Y):[2:0-2-11,0-2-0], [5:0-2-11,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.19 Horz(CT)-0.01 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-3-0, 4=1-3-0, 5=1-3-0, 6=1-3-0 Max Horiz 1=-137 (LC 8) Max Uplift 1=-181 (LC 9), 4=-15 (LC 9), 5=-250 (LC 8), 6=-74 (LC 9) Max Grav 1=256 (LC 26), 4=162 (LC 29), 5=263 (LC 36), 6=264 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-133/154, 1-2=-246/246, 2-3=-69/75, 3-4=0/0, 3-5=-99/86 BOT CHORD 5-6=-69/75 WEBS 2-5=-508/508 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 6, 181 lb uplift at joint 1, 15 lb uplift at joint 4 and 250 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541374SP4Blocking213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:23 Page: 1 ID:P?lsLlVd2mC8ryyFbVbMfKyLEqW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =3x4 =3x4 =1.5x4 6 8 5 1 2 7 3 4 1-10 -8 0-2-4 0-2-4 0-2-4 1-10 -8 1-6-0 1-8-4 3 -3 -0 Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-10-8, 4=1-10-8, 5=1-10-8, 6=1-10-8 Max Horiz 1=-113 (LC 10) Max Uplift 1=-68 (LC 28), 4=-68 (LC 28), 5=-119 (LC 8), 6=-68 (LC 9) Max Grav 1=250 (LC 26), 4=134 (LC 29), 5=281 (LC 36), 6=281 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-212/176, 1-2=-203/203, 2-3=-57/62, 3-4=0/0, 3-5=-209/126 BOT CHORD 5-6=-57/62 WEBS 2-5=-224/223 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 6, 68 lb uplift at joint 1, 68 lb uplift at joint 4 and 119 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541375SP5Blocking12813335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:23 Page: 1 ID:fpvzW4QwvQvDanL2bATPHZyLEpJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =3x4 =3x4 =1.5x4 6 8 5 1 2 7 3 4 1-9-7 0-2-4 0-2-4 0-2-4 1-9-7 1-4-15 1-7-3 3 -3 -0 Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-9-7, 4=1-9-7, 5=1-9-7, 6=1-9-7 Max Horiz 1=113 (LC 11) Max Uplift 1=-65 (LC 9), 4=-54 (LC 28), 5=-122 (LC 8), 6=-66 (LC 9) Max Grav 1=251 (LC 26), 4=137 (LC 29), 5=278 (LC 36), 6=278 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-198/167, 1-2=-203/203, 2-3=-57/62, 3-4=0/0, 3-5=-195/116 BOT CHORD 5-6=-57/62 WEBS 2-5=-235/234 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 6, 65 lb uplift at joint 1, 54 lb uplift at joint 4 and 122 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541376SP6Blocking1613335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:24 Page: 1 ID:upTozzkEnPAXinK27exWL2yLEov-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =3x4 =3x4 =1.5x4 6 8 5 1 2 7 3 4 1-7-8 0-2-4 0-2-4 0-2-4 1-7-8 1-3-0 1-5-4 3 -3 -0 Scale = 1:34.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-7-8, 4=1-7-8, 5=1-7-8, 6=1-7-8 Max Horiz 1=113 (LC 11) Max Uplift 1=-78 (LC 9), 4=-29 (LC 28), 5=-130 (LC 8), 6=-63 (LC 9) Max Grav 1=253 (LC 26), 4=143 (LC 29), 5=273 (LC 36), 6=274 (LC 35) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-171/153, 1-2=-203/203, 2-3=-57/62, 3-4=0/0, 3-5=-169/101 BOT CHORD 5-6=-57/62 WEBS 2-5=-259/258 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 6, 78 lb uplift at joint 1, 29 lb uplift at joint 4 and 130 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541377SP7Blocking513335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:24 Page: 1 ID:F2o6aU01cAyPLA0GPFKgEhyLEoZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =4x5 =4x5 =1.5x4 6 8 5 1 2 7 3 4 1-10-8 0-2-4 0-2-4 0-2-4 1-10-8 1-6-0 1-8-4 1 -3 -0 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-10-8, 4=1-10-8, 5=1-10-8, 6=1-10-8 Max Horiz 1=-37 (LC 8) Max Uplift 1=-163 (LC 28), 4=-163 (LC 28), 5=-49 (LC 8), 6=-46 (LC 9) Max Grav 1=242 (LC 26), 4=71 (LC 29), 5=318 (LC 28), 6=318 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-305/155, 1-2=-66/66, 2-3=-18/20, 3-4=0/0, 3-5=-305/145 BOT CHORD 5-6=-18/20 WEBS 2-5=-39/39 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 6, 163 lb uplift at joint 1, 163 lb uplift at joint 4 and 49 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541378SP8Blocking10313335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:24 Page: 1 ID:NpcStlNrYOk9xnI1AZtiR0yLEo5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =4x5 =4x5 =1.5x4 6 8 5 712 3 4 1-8-0 0-2-4 0-2-4 0-2-4 1-8-0 1-3-8 1-5-12 1 -3 -0 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-8-0, 4=1-8-0, 5=1-8-0, 6=1-8-0 Max Horiz 1=-37 (LC 8) Max Uplift 1=-124 (LC 28), 4=-124 (LC 28), 5=-41 (LC 8), 6=-38 (LC 9) Max Grav 1=246 (LC 26), 4=80 (LC 29), 5=281 (LC 35), 6=281 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-264/125, 1-2=-66/66, 2-3=-18/20, 3-4=0/0, 3-5=-264/114 BOT CHORD 5-6=-18/20 WEBS 2-5=-41/41 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 6, 124 lb uplift at joint 1, 124 lb uplift at joint 4 and 41 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541379SP9Blocking613335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:25 Page: 1 ID:1OsPzfj1jIN1wE0cM8uV78yLEne-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 Design valid for use only with MiTek® 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 available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 =1.5x4 =4x5 =4x5 =1.5x4 6 8 5 712 3 4 1-5-0 0-2-4 0-2-4 0-2-4 1-5-0 1-0-8 1-2-12 1 -3 -0 Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IBC2018/TPI2014 Matrix-P BCDL 9.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-5-0, 4=1-5-0, 5=1-5-0, 6=1-5-0 Max Horiz 1=-37 (LC 8) Max Uplift 1=-79 (LC 28), 4=-79 (LC 28), 5=-34 (LC 8), 6=-29 (LC 9) Max Grav 1=249 (LC 26), 4=92 (LC 29), 5=273 (LC 35), 6=273 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-217/94, 1-2=-66/66, 2-3=-18/20, 3-4=0/0, 3-5=-217/83 BOT CHORD 5-6=-18/20 WEBS 2-5=-45/45 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 6, 79 lb uplift at joint 1, 79 lb uplift at joint 4 and 34 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APARTMENTS #3 R73541380SP10Blocking213335625Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.53 S Sep 22 2022 Print: 8.530 S Sep 22 2022 MiTek Industries, Inc. Tue Nov 15 12:53:25 Page: 1 ID:oCtsDC1jq_XUQ4RQKurMePyLEnF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f November 15,2022 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s