Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
STAMPED TRUSS SPECS - 22-00007 - Sundance Bldg C
MiTek 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 24,2020 Hernandez, Marcos Pages or sheets covered by this seal: R64548583 thru R64548664 My license renewal date for the state of Idaho is January 31, 2022. Idaho COA: 853 20-044555T SUNDANCE APTS BLDG A 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 =5x6 =3x6 =3x4 =7x10 =5x8 =6x8 =4x5 =4x5 =7x10 =MT20HS 8x12 =4x5 =6x8 =5x6 =4x5 =MT20HS 8x12 =7x10 =4x5 =4x5 =6x8 =5x8 =7x10 =3x6 =3x4 =5x6 23 45 46 47 22 48 21 49 50 51 20 52 19 53 18 54 55 56 17 57 16 58 5960 15 1 61 24 14 62 134425122432610441284227113 402995 39303831 863237 36333534 7 0-2-2 20-8-14 1-11-0 59-10 -8 1-11-0 1-11-0 4-0-0 12 -8-14 4-0-0 51 -1-10 6-9-14 8-8-14 6-9-14 57-11-8 8-0-0 47-1-10 7-9-14 20-6-12 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59 -10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33 -0-3 7-10 -10 58-10-8 7-10-10 8-10-10 8-1-6 17-0-0 8-1-6 50-11-14 9-8-8 42 -10 -8 9-8-8 26 -8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-30-6-123-5-150-1-103-7-98-10-012-5-9Scale = 1:105 Plate Offsets (X, Y): [3:0-4-2,Edge], [6:0-6-0,0-5-0], [7:0-4-8,0-3-0], [8:0-6-0,0-5-0], [10:Edge,0-0-0], [11:0-4-2,Edge], [13:Edge,0-2-10], [15:0-5-0,0-4-4], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8], [23:0-5-0,0-4-4] 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 0.79 Vert(LL)-0.12 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.17 20-21 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr NO WB 0.86 Horz(CT)0.02 20 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.07 15-16 >999 240 BCDL 9.0 Weight: 419 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13,1-2,13-12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 23-4,15-10,7-20,7-18,8-18,6-20,6-21,8-17:2x 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, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 10-15, 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=112 (LC 10) Max Uplift 15=-1149 (LC 11), 18=-585 (LC 11), 20=-600 (LC 10), 23=-1132 (LC 10) Max Grav 15=972 (LC 17), 18=2961 (LC 34), 20=2962 (LC 34), 23=972 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-36/290, 2-25=-30/296, 2-26=-49/85, 3-26=-47/95, 3-27=-138/171, 27-28=-140/172, 4-28=-144/172, 4-29=-1505/450, 5-29=-1385/462, 5-30=-441/299, 30-31=-347/324, 6-31=-195/389, 6-32=-242/1611, 32-33=-227/1820, 33-34=-226/1829, 7-34=-224/2000, 7-35=-177/2000, 35-36=-179/1829, 36-37=-181/1820, 8-37=-196/1611, 8-38=-195/389, 38-39=-347/324, 9-39=-441/300, 9-40=-1385/514, 10-40=-1505/503, 10-41=-144/173, 41-42=-140/173, 11-42=-138/172, 11-43=-48/97, 12-43=-50/87, 12-44=-30/297, 13-44=-36/290, 23-24=-405/196, 2-24=-351/204, 14-15=-405/196, 12-14=-350/204 BOT CHORD 23-45=-493/1346, 45-46=-493/1346, 46-47=-493/1346, 22-47=-493/1346, 22-48=-266/855, 21-48=-266/855, 21-49=-544/307, 49-50=-544/307, 50-51=-544/307, 20-51=-544/307, 20-52=-1388/420, 19-52=-1388/420, 19-53=-1388/420, 18-53=-1388/420, 18-54=-544/238, 54-55=-544/238, 55-56=-544/238, 17-56=-544/238, 17-57=-199/855, 16-57=-199/855, 16-58=-429/1346, 58-59=-429/1346, 59-60=-429/1346, 15-60=-429/1346, 1-61=-178/51, 24-61=-178/51, 14-62=-178/52, 13-62=-178/52 WEBS 4-23=-1395/251, 4-22=-648/276, 10-16=-648/276, 10-15=-1394/302, 3-23=-694/615, 11-15=-694/612, 7-20=-1186/252, 7-18=-1186/236, 8-18=-2094/525, 6-20=-2094/524, 6-21=-216/1123, 8-17=-217/1123, 5-21=-1169/397, 9-17=-1168/400, 5-22=-350/984, 9-16=-355/983 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548583A1Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:30 Page: 1 ID:7I6JRsWfSYpRbmakQ2y38zz82_8-GEr9i_X_rJ3rwGf0okm3cZ7FlcZTmKSQNWlAX2yFzKd Continued on page 2 November 24,2020 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 6)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 1132 lb uplift at joint 23, 1149 lb uplift at joint 15, 600 lb uplift at joint 20 and 585 lb uplift at joint 18. 10)This truss is designed in accordance with the 2015 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) 202 lb down and 413 lb up at 0-11-0, 153 lb down and 317 lb up at 1-11-8, and 153 lb down and 317 lb up at 55-11-0, and 202 lb down and 413 lb up at 56-11-8 on top chord, and 99 lb down and 340 lb up at 0-11-0, 107 lb down and 176 lb up at 1-11-8, and 107 lb down and 176 lb up at 55-11-0, and 99 lb down and 340 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, 15-23=-18, 1-24=-18, 13-14=-18 Concentrated Loads (lb) Vert: 3=79 (F), 11=79 (F), 27=39 (F), 42=39 (F), 45=20 (F), 46=1 (F), 59=1 (F), 60=20 (F) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548583A1Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:30 Page: 2 ID:7I6JRsWfSYpRbmakQ2y38zz82_8-GEr9i_X_rJ3rwGf0okm3cZ7FlcZTmKSQNWlAX2yFzKd 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 =5x6 =3x6 =3x4 =4x5 =7x10 =4x5 =6x8 =2x4 =7x10 =MT20HS 8x12 =4x5 =MT20HS 8x12 =5x6 =4x5 =MT20HS 8x12 =7x10 =2x4 =4x5 =6x8 =7x10 =4x5 =3x6 =3x4 =5x6 51 52 53 23 49 22 50 21 19 55 18 56 57 58 17 59 16 60 15 20 54 1 61 24 14 62 13 48251224726104442945284627113433095 42314132 86 33 4034393835 37367 2-0-0 12-8-14 2-0-0 49-1-10 3-11-0 59-10-8 3-11-0 3-11-0 6-9-14 10-8-14 6-9-14 55-11-8 8-0-0 20-8-14 8-0-0 47-1-10 9-2-6 29-11-4 9-2-6 39-1-10 0-5-10 17-0-0 0-5-10 43-4-2 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 5-7-12 16-6-6 5-7-12 48-11-14 9-8-8 42 -10 -8 9-8-8 26 -8-8 9-10-10 58-10-8 9-10 -10 10-10 -1012-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-31-4-124-3-150-1-104-5-98-0-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[1:Edge,0-2-10], [3:0-5-4,0-1-12], [4:0-2-4,0-3-0], [6:0-6-0,0-5-0], [8:0-6-0,0-5-0], [10:0-2-4,0-3-0], [11:0-5-4,0-1-12], [13:Edge,0-2-10], [17:0-4-4,0-4-8], [21:0-4-4,0-4-8] 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 0.68 Vert(LL)-0.15 22-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.22 22-23 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.01 20 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 21-22 >999 240 BCDL 9.0 Weight: 426 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13,1-2,13-12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 22-3,16-11,7-20,7-18,8-18,6-20,6-21,8-17:2x 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, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=112 (LC 14) Max Uplift 15=-239 (LC 15), 18=-496 (LC 15), 20=-511 (LC 14), 23=-224 (LC 14) Max Grav 15=1155 (LC 38), 18=2930 (LC 38), 20=2930 (LC 38), 23=1155 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-35/282, 2-25=-30/289, 2-26=-114/73, 3-26=-68/81, 3-27=-1306/255, 27-28=-1307/254, 28-29=-1307/254, 4-29=-1313/254, 4-30=-824/154, 5-30=-736/157, 5-31=-554/228, 31-32=-417/231, 6-32=-308/292, 6-33=-125/1339, 33-34=-114/1483, 34-35=-110/1548, 35-36=-108/1568, 7-36=-100/1772, 7-37=-79/1772, 37-38=-90/1568, 38-39=-91/1548, 39-40=-94/1483, 8-40=-106/1339, 8-41=-308/292, 41-42=-417/231, 9-42=-554/228, 9-43=-736/195, 10-43=-824/192, 10-44=-1313/290, 44-45=-1307/291, 45-46=-1307/291, 11-46=-1306/291, 11-47=-68/82, 12-47=-114/74, 12-48=-30/289, 13-48=-33/282, 23-24=-421/154, 2-24=-406/127, 14-15=-421/154, 12-14=-406/127 BOT CHORD 23-49=-239/581, 22-49=-239/581, 22-50=-304/1297, 21-50=-304/1297, 21-51=-440/239, 51-52=-440/239, 52-53=-440/239, 20-53=-440/239, 20-54=-1151/381, 19-54=-1151/381, 19-55=-1151/381, 18-55=-1151/381, 18-56=-440/189, 56-57=-440/189, 57-58=-440/189, 17-58=-440/189, 17-59=-228/1297, 16-59=-228/1297, 16-60=-136/581, 15-60=-136/581, 1-61=-187/57, 24-61=-187/57, 14-62=-187/57, 13-62=-187/57 WEBS 3-22=-81/851, 4-22=-278/174, 10-16=-278/174, 11-16=-111/851, 3-23=-1029/221, 11-15=-1030/237, 7-20=-1172/196, 7-18=-1172/180, 8-18=-2065/485, 6-20=-2065/485, 6-21=-163/1030, 8-17=-163/1030, 5-21=-850/198, 9-17=-850/197, 10-17=-1089/132, 4-21=-1089/136 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 8-7-14, Interior (1) 8-7-14 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 55-0-1, Exterior (2) 55-0-1 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548584A2Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:35 Page: 1 ID:izssMxW9nvxHo5juJLO5IYz81Kq-VztZb3edj4BZVfrlq7QATT?q9Ed6NNblRQR8L0yFzKU Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 224 lb uplift at joint 23, 239 lb uplift at joint 15, 511 lb uplift at joint 20 and 496 lb uplift at joint 18. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548584A2Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:35 Page: 2 ID:izssMxW9nvxHo5juJLO5IYz81Kq-VztZb3edj4BZVfrlq7QATT?q9Ed6NNblRQR8L0yFzKU 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 =5x6 =3x4 =3x4 =4x8 =4x8 =5x6 =6x8 =7x10 =MT20HS 8x12 =4x5 =7x10 =5x6 =4x5 =MT20HS 8x12 =7x10 =6x8 =5x6 =4x8 =4x8 =3x4 =3x4 =5x6 21 41 20 42 19 43 44 45 18 46 17 47 16 48 49 50 15 51 14 52 13 1 53 22 12 54 11 23 40210 3924 843627 37263825 93 3528 75 29 3433303231 6 5-11-0 5-11-0 5-11-0 59 -10-8 6-9-14 53 -11-8 6-9-14 12-8-14 8-0-0 20-8-14 8-0-0 47-1-10 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 4-9-4 58 -10-8 4-9-4 5-9-4 9-8-8 42 -10 -8 9-8-8 26 -8-8 11-2-12 17-0-0 11-2-12 54-1-412-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-32-2-125-1-150-1-105-3-97-2-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[2:0-1-4,0-2-0], [4:0-3-12,0-3-0], [5:0-5-12,0-5-0], [7:0-5-12,0-5-0], [8:0-3-12,0-3-0], [10:0-1-4,0-2-0], [15:0-5-0,0-4-8], [19:0-5-0,0-4-8] 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 0.69 Vert(LL)-0.18 14-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.26 14-15 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.01 13 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 19-20 >999 240 BCDL 9.0 Weight: 409 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11,1-2,11-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-22,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 20-4,14-8,6-18,6-16,7-16,5-18,5-19,7-15:2x4 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-22, 10-12. Except: 4-4-0 oc bracing: 21-22, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,14-15. WEBS 1 Row at midpt 4-20, 8-14, 6-18, 6-16, 7-16, 5-18 REACTIONS (size)13=0-5-8, 16=0-5-8, 18=0-5-8, 21=0-5-8 Max Horiz 21=-112 (LC 19) Max Uplift 13=-249 (LC 15), 16=-480 (LC 15), 18=-498 (LC 14), 21=-231 (LC 14) Max Grav 13=1304 (LC 38), 16=2882 (LC 38), 18=2882 (LC 38), 21=1304 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-66/288, 2-23=-40/295, 2-24=-978/202, 3-24=-898/210, 3-25=-840/231, 25-26=-840/231, 26-27=-840/231, 4-27=-842/231, 4-28=-698/137, 5-28=-454/178, 5-29=-112/1113, 29-30=-100/1258, 30-31=-97/1322, 6-31=-95/1583, 6-32=-76/1583, 32-33=-77/1322, 33-34=-81/1258, 7-34=-92/1113, 7-35=-454/178, 8-35=-698/156, 8-36=-842/231, 36-37=-840/231, 37-38=-840/231, 9-38=-840/231, 9-39=-898/213, 10-39=-978/206, 10-40=-40/295, 11-40=-66/288, 21-22=-1279/302, 2-22=-1315/294, 12-13=-1279/270, 10-12=-1315/264 BOT CHORD 21-41=-155/153, 20-41=-155/153, 20-42=-278/1098, 19-42=-278/1098, 19-43=-337/221, 43-44=-337/221, 44-45=-337/221, 18-45=-337/221, 18-46=-948/372, 17-46=-948/372, 17-47=-948/372, 16-47=-948/372, 16-48=-337/218, 48-49=-337/218, 49-50=-337/218, 15-50=-337/218, 15-51=-209/1098, 14-51=-209/1098, 14-52=-91/83, 13-52=-91/83, 1-53=-197/137, 22-53=-197/137, 12-54=-197/137, 11-54=-197/137 WEBS 3-20=-298/116, 4-20=-312/144, 8-14=-313/144, 9-14=-298/111, 2-20=-114/938, 10-14=-120/938, 6-18=-1170/181, 6-16=-1170/167, 7-16=-2023/481, 5-18=-2022/481, 5-19=-152/1004, 7-15=-152/1004, 4-19=-958/315, 8-15=-958/315 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 10-8-7, Interior (1) 10-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 52-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548585A3Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:37 Page: 1 ID:a0QSC3Z9zUTAl5VOMYde7jz8_4v-SM?J0lfuFhRHky?7yYSeYu4AT2ICrK81ukwFQvyFzKS Continued on page 2 November 24,2020 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 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 231 lb uplift at joint 21, 249 lb uplift at joint 13, 498 lb uplift at joint 18 and 480 lb uplift at joint 16. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548585A3Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:37 Page: 2 ID:a0QSC3Z9zUTAl5VOMYde7jz8_4v-SM?J0lfuFhRHky?7yYSeYu4AT2ICrK81ukwFQvyFzKS 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 =5x6 =3x4 =4x5 =4x12 =4x8 =5x8 =6x8 =7x10 =8x12 =4x5 =MT20HS 10x12 =5x6 =4x5 =8x12 =7x10 =6x8 =5x8 =4x8 =4x12 =4x5 =3x4 =5x6 21 46 20 4748 49 19 50 51 52 18 53 17 54 16 55 56 57 15 58 5960 14 61 13 1 62 22 12 63 11 23 4521044244325422627 8439304029 4128 93 3831 75 373233363534 6 6-0-0 20-8-14 6-0-0 45-1-10 6-9-14 14-8-14 6-9-14 51-11-8 7-11-0 59-10 -8 7-11-0 7-11-0 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 6-9-4 58-10-8 6-9-4 7-9-4 9-2-12 17 -0-0 9-2-12 52-1-4 9-8-8 42 -10 -8 9-8-8 26 -8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-33-0-125-11-150-1-106-1-96-4-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-4-2,Edge], [5:0-6-0,Edge], [7:0-6-0,Edge], [9:0-4-2,Edge], [10:0-3-0,0-1-12], [11:Edge,0-2-10], [13:Edge,0-3-8], [15:0-5-0,0-4-8], [19:0-5-0,0-4-8] 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 0.83 Vert(LL)-0.13 15-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 18-19 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.01 13 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 14-15 >999 240 BCDL 9.0 Weight: 413 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11,1-2,11-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-22,12-11:2x4 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* 20-3,14-9,20-2,10-14,4-19,15-8:2x4 DF Stud/ Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-22, 10-12. Except: 5-1-0 oc bracing: 21-22, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,14-15. WEBS 1 Row at midpt 4-20, 6-18, 6-16, 7-16, 5-18, 8-14 REACTIONS (size)13=0-5-8, 16=0-5-8, 18=0-5-8, 21=0-5-8 Max Horiz 21=112 (LC 14) Max Uplift 13=-257 (LC 15), 16=-464 (LC 15), 18=-481 (LC 14), 21=-241 (LC 14) Max Grav 13=1423 (LC 38), 16=2763 (LC 38), 18=2763 (LC 38), 21=1423 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-170/284, 2-23=-79/291, 2-24=-1117/217, 24-25=-1040/221, 25-26=-994/225, 26-27=-985/226, 3-27=-953/236, 3-28=-919/259, 28-29=-919/259, 29-30=-921/258, 4-30=-921/258, 4-31=-735/180, 5-31=-552/198, 5-32=-94/1076, 32-33=-82/1107, 33-34=-79/1171, 6-34=-77/1432, 6-35=-59/1432, 35-36=-59/1171, 36-37=-63/1107, 7-37=-74/1070, 7-38=-552/221, 8-38=-735/208, 8-39=-921/277, 39-40=-921/277, 40-41=-919/277, 9-41=-919/278, 9-42=-985/251, 42-43=-994/241, 43-44=-1040/236, 10-44=-1117/232, 10-45=-79/291, 11-45=-169/284, 21-22=-1357/318, 2-22=-1486/337, 12-13=-1357/280, 10-12=-1486/315 BOT CHORD 21-46=-179/247, 20-46=-179/247, 20-47=-212/910, 47-48=-212/910, 48-49=-212/910, 19-49=-212/910, 19-50=-288/262, 50-51=-288/262, 51-52=-288/262, 18-52=-288/262, 18-53=-810/352, 17-53=-810/352, 17-54=-810/352, 16-54=-810/352, 16-55=-288/262, 55-56=-288/262, 56-57=-288/262, 15-57=-288/262, 15-58=-140/910, 58-59=-140/910, 59-60=-140/910, 14-60=-140/910, 14-61=-73/215, 13-61=-73/215, 1-62=-182/358, 22-62=-182/358, 12-63=-182/358, 11-63=-182/358 WEBS 3-20=-319/139, 4-20=-94/358, 9-14=-319/128, 2-20=-80/861, 10-14=-91/861, 6-18=-1129/170, 6-16=-1129/164, 7-16=-1917/476, 5-18=-1917/476, 5-19=-195/1154, 7-15=-195/1154, 4-19=-941/283, 8-15=-941/284, 8-14=-59/358 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 6-11-0, Exterior (2) 6-11-0 to 12-8-7, Interior (1) 12-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 50-11-8, Exterior (2) 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548586A4Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:39 Page: 1 ID:LiCvVoq1W8HSRxG_KPweFSz8__6-Ok74RRh8nJh?zG9W3zV6dJ9Ttr00JFEKM2PMUnyFzKQ Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 241 lb uplift at joint 21, 257 lb uplift at joint 13, 481 lb uplift at joint 18 and 464 lb uplift at joint 16. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548586A4Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:39 Page: 2 ID:LiCvVoq1W8HSRxG_KPweFSz8__6-Ok74RRh8nJh?zG9W3zV6dJ9Ttr00JFEKM2PMUnyFzKQ 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 =5x6 =3x6 =3x4 =6x8 =5x6 =7x10 =MT20HS 10x12 =5x6 =7x10 =5x6 =6x8 =3x6 =3x4 =5x6 54 55 56 23 46 22 47 48 21 49 50 51 20 52 19 53 18 17 57 58 16 59 15 1 60 24 14 61 13 25 45122 26 444327311282942 954031 4130 104 3932 86 383337343635 7 4-0-0 20 -8-14 4-0-0 43 -1-10 4-7-2 54-6-10 4-7-2 9-11-0 5-3-14 5-3-14 5-3-14 59-10 -8 6-9-14 16-8-14 6-9-14 49-11-8 9-2-6 29-11-4 9-2-6 39-1-10 0-1-6 17 -0-0 0-1-6 42 -11-14 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 6-10 -1 58-10-8 6-10-0 7-10-0 9-0-9 52-0-7 9-0-9 16-10-10 9-8-8 42 -10 -8 9-8-8 26 -8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-33-10-126-9-150-1-106-11-95-6-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[4:0-4-0,0-0-12], [5:0-2-8,0-3-0], [9:0-2-8,0-3-0], [10:0-4-0,0-0-12], [11:0-0-0,0-0-0], [13:Edge,0-2-10], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8] 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 0.66 Vert(LL)-0.13 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 17-18 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.02 15 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 21-22 >999 240 BCDL 9.0 Weight: 426 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* 4-5,5-7,7-9,9-10:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 21-4,17-10,7-20,7-18,8-18,6-20,6-21,8-17:2x 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 5-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 10-17, 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=112 (LC 14) Max Uplift 15=-256 (LC 15), 18=-462 (LC 15), 20=-479 (LC 14), 23=-240 (LC 14) Max Grav 15=1523 (LC 38), 18=2663 (LC 38), 20=2663 (LC 38), 23=1523 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-38/291, 2-25=-25/298, 2-26=-152/79, 26-27=-64/85, 3-27=-52/99, 3-28=-1091/243, 28-29=-968/249, 4-29=-960/256, 4-30=-721/184, 30-31=-721/184, 5-31=-722/184, 5-32=-712/205, 6-32=-605/212, 6-33=-102/998, 33-34=-87/1061, 34-35=-85/1076, 7-35=-84/1324, 7-36=-64/1324, 36-37=-67/1076, 37-38=-67/1061, 8-38=-82/999, 8-39=-605/233, 9-39=-712/226, 9-40=-722/206, 40-41=-721/206, 10-41=-721/206, 10-42=-960/277, 11-42=-1091/269, 11-43=-52/99, 43-44=-64/85, 12-44=-152/75, 12-45=-25/298, 13-45=-38/291, 23-24=-491/180, 2-24=-499/168, 14-15=-491/135, 12-14=-500/129 BOT CHORD 23-46=-259/915, 22-46=-259/915, 22-47=-221/893, 47-48=-221/893, 21-48=-221/893, 21-49=-238/330, 49-50=-238/330, 50-51=-238/330, 20-51=-238/330, 20-52=-739/359, 19-52=-739/359, 19-53=-739/359, 18-53=-739/359, 18-54=-238/330, 54-55=-238/330, 55-56=-238/330, 17-56=-238/330, 17-57=-131/893, 57-58=-131/893, 16-58=-131/893, 16-59=-162/915, 15-59=-162/915, 1-60=-198/93, 24-60=-198/93, 14-61=-198/93, 13-61=-198/93 WEBS 4-21=-528/171, 10-17=-528/140, 3-23=-1314/188, 11-15=-1313/210, 3-22=-90/272, 11-16=-91/271, 7-20=-1094/169, 7-18=-1094/167, 8-18=-1842/476, 6-20=-1842/476, 4-22=-95/254, 10-16=-95/254, 5-21=-795/206, 6-21=-216/1304, 9-17=-795/209, 8-17=-217/1304 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 8-11-0, Exterior (2) 8-11-0 to 14-8-7, Interior (1) 14-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 48-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548587A5Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:41 Page: 1 ID:TLoEsF90vKj0EZuY6pqq4Ez7ztE-K7Fqs6iOJwyiDaIuBNXajkErvfhUn5RdpMuTZgyFzKO Continued on page 2 November 24,2020 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 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 256 lb uplift at joint 15, 240 lb uplift at joint 23, 479 lb uplift at joint 20 and 462 lb uplift at joint 18. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548587A5Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:41 Page: 2 ID:TLoEsF90vKj0EZuY6pqq4Ez7ztE-K7Fqs6iOJwyiDaIuBNXajkErvfhUn5RdpMuTZgyFzKO 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 =5x6 =3x6 =3x4 =4x5 =4x5 =4x5 =8x12 =7x10 =7x10 =2x4 =4x8 =7x10 =5x6 =4x8 =2x4 =7x10 =7x10 =8x12 =4x5 =4x5 =4x5 =3x6 =3x4 =5x6 5960 61 23 50 22 51 52 53 21 54 5556 20 57 19 58 18 17 62 63 64 16 65 15 1 66 24 14 67 13 25 49212 26 48 3 1127472846293045 954332 4431 104423386 413435403936 38377 2-0-0 20-8-14 2-0-0 41-1-10 5-3-14 5-3-14 5-3-14 59-10 -8 6-9-14 18-8-14 6-9-14 47-11-8 6-7-2 54-6-10 6-7-2 11-11-0 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 42-10-8 0-1-13 17 -1-13 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 6-10 -1 58-10-8 6-10-0 7-10-0 9-1-15 52-0-7 9-2-0 17 -0-0 9-6-11 42-8-11 9-6-11 26-8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-34-8-127-7-150-1-107-9-94-8-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[4:0-7-12,0-2-0], [5:0-4-4,0-3-8], [9:0-4-4,0-3-8], [10:0-7-12,0-2-0], [11:0-0-0,0-0-0], [13:Edge,0-2-10], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8] 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 0.72 Vert(LL)-0.13 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.16 17-18 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.03 15 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 21-22 >999 240 BCDL 9.0 Weight: 433 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* 4-5,5-7,7-9,9-10:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 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* 23-2,15-12,23-3,15-11,22-3,11-16,5-21,17-9: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-20, 9-18, 3-23, 11-15, 7-20, 7-18, 8-18, 6-20, 4-22, 10-16, 10-17 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=-112 (LC 19) Max Uplift 15=-268 (LC 15), 18=-444 (LC 15), 20=-462 (LC 14), 23=-250 (LC 14) Max Grav 15=1644 (LC 38), 18=2542 (LC 38), 20=2542 (LC 38), 23=1644 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-36/295, 2-25=-24/301, 2-26=-127/82, 3-26=-36/148, 3-27=-1273/262, 27-28=-1247/264, 28-29=-1175/268, 29-30=-1093/272, 4-30=-1081/283, 4-31=-700/202, 31-32=-700/201, 5-32=-704/201, 5-33=-80/630, 6-33=-24/658, 6-34=-74/828, 34-35=-61/866, 35-36=-59/891, 36-37=-57/910, 7-37=-47/1154, 7-38=-27/1154, 38-39=-38/910, 39-40=-39/891, 40-41=-40/866, 8-41=-54/828, 8-42=-24/658, 9-42=-80/630, 9-43=-704/220, 43-44=-700/221, 10-44=-700/221, 10-45=-1081/305, 45-46=-1093/295, 46-47=-1175/290, 11-47=-1273/287, 11-48=-36/148, 12-48=-127/82, 12-49=-24/301, 13-49=-36/295, 23-24=-401/163, 2-24=-384/145, 14-15=-402/105, 12-14=-384/98 BOT CHORD 23-50=-282/1071, 22-50=-282/1071, 22-51=-205/891, 51-52=-205/891, 52-53=-205/891, 21-53=-205/891, 21-54=-88/590, 54-55=-88/590, 55-56=-88/590, 20-56=-88/590, 20-57=-615/333, 19-57=-615/333, 19-58=-615/333, 18-58=-615/333, 18-59=-19/590, 59-60=-19/590, 60-61=-19/590, 17-61=-19/590, 17-62=-119/891, 62-63=-119/891, 63-64=-119/891, 16-64=-119/891, 16-65=-185/1071, 15-65=-185/1071, 1-66=-206/89, 24-66=-206/89, 14-67=-206/89, 13-67=-206/89 WEBS 4-21=-626/198, 5-20=-1185/173, 9-18=-1185/155, 3-23=-1598/235, 11-15=-1597/258, 3-22=-164/243, 11-16=-164/235, 7-20=-1019/152, 7-18=-1019/151, 8-18=-1409/350, 6-20=-1409/353, 4-22=-45/328, 5-21=-81/767, 10-16=-37/328, 10-17=-626/169, 9-17=-56/767 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 10-11-0, Exterior (2) 10-11-0 to 16-8-7, Interior (1) 16-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 46-11-8, Exterior (2) 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548588A6Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:43 Page: 1 ID:9oXu9oC90GwUw1?xEgKO9tz7zo?-oJoC3Sj04E4Zqkt5k52pFxn?k30ZWeZn20d056yFzKN Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 462 lb uplift at joint 20, 444 lb uplift at joint 18, 268 lb uplift at joint 15 and 250 lb uplift at joint 23. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548588A6Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:43 Page: 2 ID:9oXu9oC90GwUw1?xEgKO9tz7zo?-oJoC3Sj04E4Zqkt5k52pFxn?k30ZWeZn20d056yFzKN 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 =4x5 =4x5 =6x8 =7x10 =7x10 =4x5 =MT18HS 9x12 =5x6 =4x5 =7x10 =7x10 =6x8 =4x5 =4x5 =4x5 =3x4 51 52 53 18 39 17 40 41 42 16 43 44 45 15 46 14 47 13 48 49 50 12 11 54 10 91 19 38 2 82037362135222334 7333231632425264 27 302829 5 4-3-14 4-3-14 4-3-14 57-10-8 6-9-14 19-8-14 6-9-14 44-11-8 8-7-2 53-6-10 8-7-2 12 -11-0 9-2-6 28-11-4 9-2-6 38-1-10 0-4-9 32-4-12 0-1-13 25 -10 -5 6-1-14 32-0-3 6-10-0 6-10-0 6-10-1 57 -10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-8-8 25-8-812-5-93-3-00-1-108-5-158-5-150-1-108-7-93-10-012-5-9Scale = 1:99.4 Plate Offsets (X, Y):[4:0-4-4,0-4-0], [6:0-4-4,0-4-0], [8:0-0-0,0-0-0], [12:0-5-0,0-4-8], [16:0-5-0,0-4-8] 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 0.78 Vert(LL)-0.12 15-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 12-13 >999 240 MT18HS 220/195 TCDL 9.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.03 10 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 16-17 >999 240 BCDL 9.0 Weight: 421 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* 18-1,10-9,18-2,10-8,17-2,8-11:2x4 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 2-18, 8-10, 5-15, 5-13, 6-13, 4-15, 3-16, 7-12 REACTIONS (size)10= Mechanical, 13=0-5-8, 15=0-5-8, 18= Mechanical Max Horiz 18=-87 (LC 10) Max Uplift 10=-247 (LC 15), 13=-429 (LC 15), 15=-441 (LC 14), 18=-235 (LC 14) Max Grav 10=1553 (LC 38), 13=2445 (LC 38), 15=2445 (LC 38), 18=1553 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-72/67, 2-19=-39/183, 2-20=-1490/278, 20-21=-1334/284, 21-22=-1279/287, 22-23=-1251/289, 3-23=-1227/302, 3-24=-716/230, 24-25=-716/230, 25-26=-716/230, 4-26=-716/230, 4-27=-66/753, 27-28=-51/806, 5-28=-51/1083, 5-29=-29/1083, 29-30=-30/806, 6-30=-45/753, 6-31=-716/237, 31-32=-716/237, 32-33=-716/237, 7-33=-716/237, 7-34=-1227/315, 34-35=-1251/301, 35-36=-1279/300, 36-37=-1334/296, 8-37=-1490/290, 8-38=-39/183, 9-38=-72/67, 1-18=-268/42, 9-10=-268/42 BOT CHORD 18-39=-300/1284, 17-39=-300/1284, 17-40=-172/857, 40-41=-172/857, 41-42=-172/857, 16-42=-172/857, 16-43=-74/462, 43-44=-74/462, 44-45=-74/462, 15-45=-74/462, 15-46=-491/304, 14-46=-491/304, 14-47=-491/304, 13-47=-491/304, 13-48=-74/462, 48-49=-74/462, 49-50=-74/462, 12-50=-74/462, 12-51=-125/857, 51-52=-125/857, 52-53=-125/857, 11-53=-125/857, 11-54=-245/1284, 10-54=-245/1284 WEBS 2-18=-1887/321, 8-10=-1886/336, 3-17=-93/514, 7-11=-79/514, 2-17=-309/225, 8-11=-309/220, 5-15=-1060/159, 5-13=-1060/162, 6-13=-1694/449, 4-15=-1694/449, 3-16=-713/218, 4-16=-131/961, 6-12=-104/961, 7-12=-713/192 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 12-11-0, Exterior (2) 12-11-0 to 18-8-7, Interior (1) 18-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 44-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548589A7Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:45 Page: 1 ID:SmyJh_LMM?lSiftdqi3C6Az81Fu-liwzU8lHcrKH411TsW4HKMsKPsj7_Xk3WJ679?yFzKL Continued on page 2 November 24,2020 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 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)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 10, 235 lb uplift at joint 18, 441 lb uplift at joint 15 and 429 lb uplift at joint 13. 12)This truss is designed in accordance with the 2015 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548589A7Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:45 Page: 2 ID:SmyJh_LMM?lSiftdqi3C6Az81Fu-liwzU8lHcrKH411TsW4HKMsKPsj7_Xk3WJ679?yFzKL 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 =5x6 =7x10 =7x10 =6x8 =5x6 =7x10 =7x10 =5x6 =5x6 =3x4 57 58 59 22 45 21 46 47 48 20 49 50 51 19 52 18 53 17 54 55 56 16 15 60 14 131 23 44 2 12432425421134126410 4027 939383736856282930313235 33 34 7 4-3-14 4-3-14 4-3-14 57-10-8 4-6-9 47-6-1 4-6-9 14-11-0 6-0-9 53-6-10 6-0-9 10 -4-7 6-9-14 21-8-14 6-9-14 42-11-8 7-2-6 28-11-4 7-2-6 36-1-10 0-4-9 32-4-12 0-1-13 25 -10 -5 6-1-14 32-0-3 6-10-0 6-10-0 6-10-1 57 -10-8 9-3-12 51-0-7 9-3-12 16 -1-12 9-4-0 41-8-12 9-6-12 25-8-812-5-93-3-00-1-109-3-159-3-150-1-109-5-93-0-012-5-9Scale = 1:99.4 Plate Offsets (X, Y):[5:0-3-0,0-2-15], [6:0-5-0,0-3-12], [7:0-4-4,0-3-0], [8:0-5-0,0-3-12], [9:0-3-0,0-2-15], [12:0-0-0,0-0-0], [16:0-5-0,0-4-8], [20:0-5-0,0-4-8] 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 0.47 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 12-14, 7-19, 7-17, 4-20, 10-16, 5-20, 9-16, 8-17, 6-19 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-87 (LC 10) Max Uplift 14=-245 (LC 15), 17=-437 (LC 15), 19=-449 (LC 14), 22=-233 (LC 14) Max Grav 14=1603 (LC 38), 17=2395 (LC 38), 19=2395 (LC 38), 22=1603 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-119/74, 2-23=-54/115, 2-24=-1486/261, 24-25=-1324/269, 3-25=-1321/269, 3-26=-1272/272, 4-26=-1189/279, 4-27=-821/229, 5-27=-686/242, 5-28=-663/237, 28-29=-663/237, 29-30=-663/237, 30-31=-663/237, 6-31=-663/237, 6-32=-39/690, 32-33=-27/805, 7-33=-27/1021, 7-34=-8/1021, 34-35=-9/805, 8-35=-20/690, 8-36=-663/247, 36-37=-663/247, 37-38=-663/247, 38-39=-663/247, 9-39=-663/247, 9-40=-686/242, 10-40=-821/229, 10-41=-1189/288, 11-41=-1272/282, 11-42=-1321/279, 42-43=-1324/279, 12-43=-1486/274, 12-44=-54/115, 13-44=-120/74, 1-22=-284/67, 13-14=-284/67 BOT CHORD 22-45=-271/1218, 21-45=-271/1218, 21-46=-222/1159, 46-47=-222/1159, 47-48=-222/1159, 20-48=-222/1159, 20-49=-199/184, 49-50=-199/184, 50-51=-199/184, 19-51=-199/184, 19-52=-514/308, 18-52=-514/308, 18-53=-514/308, 17-53=-514/308, 17-54=-199/184, 54-55=-199/184, 55-56=-199/184, 16-56=-199/184, 16-57=-173/1159, 57-58=-173/1159, 58-59=-173/1159, 15-59=-173/1159, 15-60=-217/1219, 14-60=-217/1219 WEBS 2-22=-1766/278, 12-14=-1766/288, 4-21=-13/271, 10-15=-28/271, 2-21=-38/203, 12-15=-38/198, 7-19=-897/119, 7-17=-897/122, 4-20=-927/214, 10-16=-927/209, 5-20=-413/91, 9-16=-413/95, 8-16=-189/1231, 8-17=-1680/444, 6-20=-203/1231, 6-19=-1680/444 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 14-11-0, Exterior (2) 14-11-0 to 20-8-7, Interior (1) 20-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 42-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548590A8Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:46 Page: 1 ID:HjvteT17xWwM2PkafAaZvCz81F?-h42jvqmX8Sa?JLBszx7lQnyligPcSRvMzdbEEtyFzKJ Continued on page 2 November 24,2020 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 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 245 lb uplift at joint 14, 233 lb uplift at joint 22, 449 lb uplift at joint 19 and 437 lb uplift at joint 17. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548590A8Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:46 Page: 2 ID:HjvteT17xWwM2PkafAaZvCz81F?-h42jvqmX8Sa?JLBszx7lQnyligPcSRvMzdbEEtyFzKJ 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 =5x6 =4x5 =5x6 =4x5 =7x10 =5x6 =7x10 =4x5 =6x8 =5x6 =4x5 =7x10 =5x6 =7x10 =4x5 =5x6 =4x5 =5x6 =4x5 =3x4 57 58 59 22 45 21 46 47 48 20 49 50 51 19 52 18 53 17 54 55 56 16 15 60 14 1 1344232443 2 1225422641113 4 10402739283829 863532 36313730 95 33 34 7 4-3-14 4-3-14 4-3-14 57-10 -8 5-2-6 28-11-4 5-2-6 34-1-10 6-0-9 53 -6-10 6-0-9 10-4-7 6-9-14 23-8-14 6-9-14 40-11-8 6-6-9 47 -6-1 6-6-9 16-11-0 0-1-0 32-4-12 0-1-12 25-8-8 6-7-4 32-3-12 6-10 -0 6-10 -0 6-10-1 57-10-8 9-0-3 51 -0-7 9-0-4 15-10-4 9-7-8 42-0-4 9-8-8 25-6-1212-5-93-3-00-1-1010-1-1510-1-150-1-1010-3-92-2-012-5-9Scale = 1:99.8 Plate Offsets (X, Y):[6:0-4-0,0-3-8], [8:0-4-0,0-3-8], [12:0-0-0,0-0-0], [16:0-5-0,0-4-8], [20:0-5-0,0-4-8] 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 0.41 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 20-21 >999 240 BCDL 9.0 Weight: 451 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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 12-14, 4-20, 10-16, 7-19, 7-17, 5-20, 9-16, 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-88 (LC 10) Max Uplift 14=-253 (LC 15), 17=-433 (LC 15), 19=-444 (LC 14), 22=-241 (LC 14) Max Grav 14=1700 (LC 38), 17=2334 (LC 21), 19=2334 (LC 20), 22=1700 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-128/74, 23-24=-70/77, 2-24=-56/107, 2-25=-1603/270, 25-26=-1454/277, 3-26=-1435/278, 3-4=-1304/288, 4-27=-974/240, 27-28=-934/240, 28-29=-800/248, 5-29=-778/259, 5-30=-742/278, 30-31=-743/278, 31-32=-743/278, 6-32=-744/278, 6-33=0/665, 7-33=0/825, 7-34=0/825, 8-34=0/665, 8-35=-744/294, 35-36=-743/294, 36-37=-743/294, 9-37=-742/294, 9-38=-777/257, 38-39=-800/247, 39-40=-934/242, 10-40=-974/239, 10-11=-1305/297, 11-41=-1435/287, 41-42=-1454/286, 12-42=-1603/282, 12-43=-56/107, 43-44=-70/78, 13-44=-128/75, 1-22=-286/72, 13-14=-286/73 BOT CHORD 22-45=-275/1295, 21-45=-275/1295, 21-46=-240/1325, 46-47=-240/1325, 47-48=-240/1325, 20-48=-240/1325, 20-49=-306/214, 49-50=-306/214, 50-51=-306/214, 19-51=-306/214, 19-52=-429/282, 18-52=-429/282, 18-53=-429/282, 17-53=-429/282, 17-54=-306/201, 54-55=-306/201, 55-56=-306/201, 16-56=-306/201, 16-57=-191/1325, 57-58=-191/1325, 58-59=-191/1325, 15-59=-191/1325, 15-60=-220/1295, 14-60=-220/1295 WEBS 6-20=-299/1607, 8-16=-284/1607, 2-22=-1875/284, 12-14=-1875/293, 4-20=-1032/253, 4-21=-16/257, 10-16=-1032/249, 10-15=-16/257, 2-21=-24/207, 12-15=-24/200, 7-19=-690/57, 7-17=-690/65, 5-20=-434/128, 9-16=-434/114, 6-19=-1748/462, 8-17=-1748/462 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 16-11-0, Exterior (2) 16-11-0 to 22-8-7, Interior (1) 22-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-1-10, Interior (1) 34-1-10 to 40-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548591A9Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:47 Page: 1 ID:faOlgtXvkcYmwTCPwDoexLz81D3-9Hc56An9vmisxVm2Xee_y?UxN4joBtHWCHLnmKyFzKI Continued on page 2 November 24,2020 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 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 253 lb uplift at joint 14, 241 lb uplift at joint 22, 444 lb uplift at joint 19 and 433 lb uplift at joint 17. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548591A9Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:47 Page: 2 ID:faOlgtXvkcYmwTCPwDoexLz81D3-9Hc56An9vmisxVm2Xee_y?UxN4joBtHWCHLnmKyFzKI 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 =5x6 =4x5 =5x6 =4x5 =7x10 =6x8 =4x8 =5x6 =6x8 =5x6 =5x6 =4x8 =6x8 =7x10 =4x5 =5x6 =4x5 =5x6 =4x5 =3x4 63 64 65 22 51 21 52 53 54 20 55 56 57 19 58 18 59 17 60 61 62 16 15 66 14 13150232449482521226472746113 4 10 452844294330 94241403985313233346383536377 3-2-6 28-11-4 3-2-6 32-1-10 4-3-14 4-3-14 4-3-14 57-10 -8 6-0-9 53 -6-10 6-0-9 10-4-7 6-9-14 25-8-14 6-9-14 38-11-8 8-6-9 47 -6-1 8-6-9 18-11-0 0-2-12 32-4-12 6-5-8 32-2-0 6-10 -0 6-10 -0 6-10-1 57-10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-8-8 25-8-812-5-93-3-00-1-1010-11-1510-11-150-1-1011-1-91-4-012-5-9Scale = 1:99.8 Plate Offsets (X, Y):[6:0-2-0,0-3-12], [8:0-2-0,0-3-12], [12:0-0-0,0-0-0], [16:0-5-0,0-4-8], [20:0-5-0,0-4-8] 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 0.50 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.04 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 20-21 >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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 2-22, 12-14, 4-20, 10-16, 8-17, 6-19, 7-19, 7-17 WEBS 2 Rows at 1/3 pts 5-19, 9-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-87 (LC 10) Max Uplift 14=-235 (LC 15), 17=-461 (LC 15), 19=-472 (LC 14), 22=-225 (LC 14) Max Grav 14=1662 (LC 38), 17=2440 (LC 21), 19=2440 (LC 20), 22=1662 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-115/78, 23-24=-71/80, 24-25=-70/80, 2-25=-59/95, 2-26=-1624/244, 26-27=-1498/246, 3-27=-1454/248, 3-4=-1318/258, 4-28=-1045/200, 28-29=-847/203, 29-30=-819/205, 5-30=-795/218, 5-31=-7/638, 31-32=-7/638, 32-33=-7/638, 33-34=-7/638, 6-34=-7/638, 6-35=0/692, 35-36=0/695, 7-36=0/785, 7-37=0/785, 37-38=0/695, 8-38=0/692, 8-39=0/638, 39-40=0/638, 40-41=0/638, 41-42=0/638, 9-42=0/638, 9-43=-795/231, 43-44=-819/217, 44-45=-847/216, 10-45=-1045/213, 10-11=-1318/272, 11-46=-1454/262, 46-47=-1498/260, 12-47=-1624/257, 12-48=-59/95, 48-49=-71/81, 49-50=-72/80, 13-50=-116/78, 1-22=-288/78, 13-14=-288/78 BOT CHORD 22-51=-255/1294, 21-51=-255/1294, 21-52=-228/1408, 52-53=-228/1408, 53-54=-228/1408, 20-54=-228/1408, 20-55=0/455, 55-56=0/455, 56-57=0/455, 19-57=0/455, 19-58=-502/317, 18-58=-502/317, 18-59=-502/317, 17-59=-502/317, 17-60=0/455, 60-61=0/455, 61-62=0/455, 16-62=0/455, 16-63=-178/1408, 63-64=-178/1408, 64-65=-178/1408, 15-65=-178/1408, 15-66=-200/1294, 14-66=-200/1294 WEBS 5-19=-1848/386, 9-17=-1848/374, 2-22=-1872/248, 12-14=-1872/262, 4-20=-1178/304, 4-21=-88/251, 10-16=-1178/300, 10-15=-88/251, 2-21=-17/269, 12-15=-17/268, 8-17=-648/189, 9-16=-157/1140, 5-20=-160/1140, 6-19=-648/189, 7-19=-520/33, 7-17=-520/31 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 18-11-0, Exterior (2) 18-11-0 to 24-8-7, Interior (1) 24-8-7 to 28-11-4, Exterior (2) 28-11-4 to 32-1-10, Interior (1) 32-1-10 to 38-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548592A10Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:49 Page: 1 ID:wHErpuvraqEyRaB4PNJctgz81A?-5fjsXroPQNyaAowRf3gS1QaGQtPFflqpfbqurCyFzKG Continued on page 2 November 24,2020 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 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 472 lb uplift at joint 19, 461 lb uplift at joint 17, 235 lb uplift at joint 14 and 225 lb uplift at joint 22. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548592A10Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:49 Page: 2 ID:wHErpuvraqEyRaB4PNJctgz81A?-5fjsXroPQNyaAowRf3gS1QaGQtPFflqpfbqurCyFzKG 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 =5x6 =4x5 =5x6 =4x5 =2x4 =7x10 =6x8 =4x8 =5x8 =6x8 =5x6 =5x8 =4x8 =6x8 =7x10 =2x4 =4x5 =5x6 =4x5 =5x6 =4x5 =3x4 59 60 61 24 47 23 48 49 50 22 51 52 53 21 54 20 55 19 56 57 58 18 17 62 16 1 15 25 46452621427442843133 4 12 29 42 4130511 4031 1039738376932333435368 1-2-6 28-11-4 1-2-6 30-1-10 4-3-14 4-3-14 4-3-14 57-10 -8 5-0-12 42 -0-4 5-0-12 20-11-0 5-5-13 15-10-4 5-5-13 47-6-1 6-0-9 53 -6-10 6-0-9 10-4-7 6-9-14 27-8-14 6-9-14 36-11-8 0-4-8 32 -4-12 0-1-12 25-10 -4 6-1-15 32-0-4 6-10 -0 6-10 -0 6-10-1 57-10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-8-8 25-8-812-5-93-3-00-1-1011-9-1511-9-150-1-1011-11-90-6-012-5-9Scale = 1:99.8 Plate Offsets (X, Y):[7:0-3-14,Edge], [9:0-3-14,Edge], [14:0-0-0,0-0-0], [18:0-4-12,0-4-8], [22:0-4-12,0-4-8] 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 0.41 Vert(LL)-0.13 21-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 18-19 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.03 16 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 22-23 >999 240 BCDL 9.0 Weight: 487 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* 24-1,16-15,24-2,16-14,23-2,14-17:2x4 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.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 9-19, 2-24, 14-16, 5-22, 11-18, 4-22, 12-18, 8-21, 8-19 WEBS 2 Rows at 1/3 pts 6-21, 10-19 REACTIONS (size)16= Mechanical, 19=0-5-8, 21=0-5-8, 24= Mechanical Max Horiz 24=-88 (LC 10) Max Uplift 16=-234 (LC 15), 19=-334 (LC 11), 21=-342 (LC 14), 24=-224 (LC 14) Max Grav 16=1551 (LC 38), 19=2260 (LC 38), 21=2260 (LC 38), 24=1551 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-84/74, 25-26=-66/75, 2-26=-55/92, 2-27=-1594/247, 27-28=-1434/251, 3-28=-1424/252, 3-4=-1374/262, 4-29=-1066/190, 29-30=-912/197, 5-30=-804/206, 5-31=-1038/288, 6-31=-896/296, 6-32=0/757, 32-33=0/757, 33-34=0/757, 7-34=0/757, 7-35=0/715, 8-35=0/781, 8-36=0/781, 9-36=0/715, 9-37=0/757, 37-38=0/757, 38-39=0/757, 10-39=0/757, 10-40=-896/315, 11-40=-1038/307, 11-41=-804/224, 41-42=-912/216, 12-42=-1066/208, 12-13=-1374/275, 13-43=-1424/265, 43-44=-1434/265, 14-44=-1594/260, 14-45=-55/92, 45-46=-67/75, 15-46=-84/74, 1-24=-284/67, 15-16=-284/67 BOT CHORD 24-47=-252/1265, 23-47=-252/1265, 23-48=-201/1317, 48-49=-201/1317, 49-50=-201/1317, 22-50=-201/1317, 22-51=-126/211, 51-52=-126/211, 52-53=-126/211, 21-53=-126/211, 21-54=-686/310, 20-54=-686/310, 20-55=-686/310, 19-55=-686/310, 19-56=-126/188, 56-57=-126/188, 57-58=-126/188, 18-58=-126/188, 18-59=-160/1317, 59-60=-160/1317, 60-61=-160/1317, 17-61=-160/1317, 17-62=-206/1266, 16-62=-206/1266 WEBS 6-21=-1976/377, 7-21=-551/171, 9-19=-551/162, 10-19=-1976/349, 2-24=-1843/259, 14-16=-1843/273, 5-22=-763/204, 11-18=-763/204, 4-22=-888/236, 4-23=-52/266, 12-18=-888/232, 12-17=-51/266, 2-23=-34/234, 14-17=-34/234, 6-22=-329/1780, 10-18=-326/1780, 8-21=-253/4, 8-19=-253/0 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 20-11-0, Exterior (2) 20-11-0 to 26-8-7, Interior (1) 26-8-7 to 28-11-4, Exterior (2) 28-11-4 to 30-1-10, Interior (1) 30-1-10 to 36-11-8, Exterior (2) 36-11-8 to 42-8-15, Interior (1) 42-8-15 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548593A11Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:51 Page: 1 ID:FQYTEgtXt66BKEQ9GKD3JLz816A-ZsHElBp2Bh4RoyUdCmBhad6SfHlVOBZyuFZRNfyFzKF Continued on page 2 November 24,2020 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 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 342 lb uplift at joint 21, 334 lb uplift at joint 19, 234 lb uplift at joint 16 and 224 lb uplift at joint 24. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548593A11Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:51 Page: 2 ID:FQYTEgtXt66BKEQ9GKD3JLz816A-ZsHElBp2Bh4RoyUdCmBhad6SfHlVOBZyuFZRNfyFzKF 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 =5x6 =2x4 =7x10 =6x8 =5x6 =6x8 =7x10 =2x4 =5x6 =5x6 =3x4 55 56 57 22 43 21 44 45 46 20 47 48 49 19 50 18 51 17 52 53 54 16 15 58 14 131 23 42 2 12412440252639113 4 10 27 38372859 29 36 6 30 3132 7 3334 35 8 4-3-14 4-3-14 5-10 -7 34-11-8 5-5-13 15-10-4 5-5-13 47-6-1 6-2-1 29-1-1 4-3-14 57 -10-8 6-0-9 53-6-10 6-0-9 10 -4-7 7-0-12 42-0-4 7-0-12 22-11-0 0-0-15 32-4-12 0-1-13 25 -8-8 6-7-5 32-3-13 6-10-0 6-10-0 6-10-1 57-10-8 9-1-15 51 -0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-6-11 25 -6-1112-9-93-3-00-1-1012-7-1512-7-150-1-1012-9-9Scale = 1:99.4 Plate Offsets (X, Y):[12:0-0-0,0-0-0], [16:0-4-12,0-4-8], [20:0-4-12,0-4-8] 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 0.34 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 20-21 >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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 7-17, 2-22, 12-14, 5-20, 9-16, 6-20, 8-16, 4-20, 10-16 WEBS 2 Rows at 1/3 pts 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-86 (LC 10) Max Uplift 14=-254 (LC 15), 17=-433 (LC 15), 19=-448 (LC 14), 22=-239 (LC 14) Max Grav 14=1461 (LC 32), 17=2319 (LC 32), 19=2319 (LC 32), 22=1461 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-82/73, 2-23=-54/81, 2-24=-1516/263, 24-25=-1449/267, 25-26=-1373/271, 3-26=-1369/271, 3-4=-1319/281, 4-27=-1051/229, 27-28=-822/241, 5-28=-792/245, 5-29=-1096/338, 6-29=-902/349, 6-30=0/720, 30-31=0/720, 31-32=0/720, 7-32=0/720, 7-33=0/720, 33-34=0/720, 34-35=0/720, 8-35=0/720, 8-36=-902/377, 9-36=-1096/366, 9-37=-792/261, 37-38=-822/257, 10-38=-1051/245, 10-11=-1319/300, 11-39=-1369/290, 39-40=-1373/290, 40-41=-1449/286, 12-41=-1516/282, 12-42=-54/82, 13-42=-83/74, 1-22=-284/66, 13-14=-284/66 BOT CHORD 22-43=-280/1190, 21-43=-280/1190, 21-44=-234/1264, 44-45=-234/1264, 45-46=-234/1264, 20-46=-234/1264, 20-47=-246/220, 47-48=-246/220, 48-49=-246/220, 19-49=-246/220, 19-50=-695/256, 18-50=-695/256, 18-51=-695/256, 17-51=-695/256, 17-52=-246/200, 52-53=-246/200, 53-54=-246/200, 16-54=-246/200, 16-55=-186/1264, 55-56=-186/1264, 56-57=-186/1264, 15-57=-186/1264, 15-58=-225/1190, 14-58=-225/1190 WEBS 6-19=-2127/429, 7-19=-532/115, 7-17=-532/115, 8-17=-2127/414, 2-22=-1734/280, 12-14=-1734/300, 5-20=-973/271, 9-16=-973/270, 6-20=-390/2029, 8-16=-385/2029, 4-20=-795/216, 4-21=-56/274, 10-16=-795/211, 10-15=-56/274, 2-21=-39/236, 12-15=-39/236 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 22-11-0, Exterior (2) 22-11-0 to 31-1-4, Interior (1) 31-1-4 to 34-11-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548594A12Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:52 Page: 1 ID:_x6V_vU4T_nmiBndHd4AwOz811V-WEP_AtrIjIK91Ge0KBE9f2Cp85R_s4wFLZ2YRXyFzKD Continued on page 2 November 24,2020 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 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 448 lb uplift at joint 19, 433 lb uplift at joint 17, 254 lb uplift at joint 14 and 239 lb uplift at joint 22. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548594A12Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:52 Page: 2 ID:_x6V_vU4T_nmiBndHd4AwOz811V-WEP_AtrIjIK91Ge0KBE9f2Cp85R_s4wFLZ2YRXyFzKD 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 =2x4 =7x10 =6x8 =5x6 =6x8 =7x10 =2x4 =5x6 =3x4 51 52 53 22 39 21 40 41 42 20 43 44 45 19 46 18 47 17 16 15 54 14 48 49 50 131 23 38372421236252635113 4 10 27 34 5 9 3328 86293230317 4-3-14 4-3-14 5-1-12 42 -0-4 5-1-12 21-0-0 5-5-13 15-10-4 5-5-13 47-6-1 4-3-14 57-10-8 6-0-9 53-6-10 6-0-9 10 -4-7 7-11-4 28 -11-4 7-11-4 36 -10 -8 0-2-12 32-4-12 6-5-8 32-2-0 6-10-0 6-10-0 6-10 -1 57-10 -8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41-10 -8 9-8-8 25-8-83-3-012-0-0Scale = 1:96.2 Plate Offsets (X, Y):[6:0-3-8,0-3-0], [8:0-3-8,0-3-0], [12:0-0-0,0-0-0], [16:0-4-12,0-4-8], [20:0-4-12,0-4-8] 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 0.58 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 20-21 >999 240 BCDL 9.0 Weight: 454 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* 22-1,22-2,14-13,14-12,21-2,12-15:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 12-14, 7-19, 7-17, 5-20, 9-16, 4-20, 10-16 WEBS 2 Rows at 1/3 pts 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=78 (LC 11) Max Uplift 14=-252 (LC 15), 17=-430 (LC 15), 19=-442 (LC 14), 22=-239 (LC 14) Max Grav 14=1513 (LC 32), 17=2174 (LC 32), 19=2174 (LC 32), 22=1513 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-81/74, 23-24=-66/76, 2-24=-55/89, 2-25=-1548/271, 25-26=-1388/276, 3-26=-1378/276, 3-4=-1330/286, 4-27=-1022/220, 5-27=-869/236, 5-28=-1005/319, 6-28=-857/327, 6-29=0/795, 29-30=0/795, 7-30=0/795, 7-31=0/795, 31-32=0/795, 8-32=0/795, 8-33=-857/359, 9-33=-1005/351, 9-34=-869/256, 10-34=-1022/240, 10-11=-1330/297, 11-35=-1378/287, 35-36=-1388/287, 12-36=-1548/282, 12-37=-55/92, 37-38=-67/76, 13-38=-84/75, 1-22=-284/68, 13-14=-284/68 BOT CHORD 22-39=-273/1232, 21-39=-273/1232, 21-40=-228/1282, 40-41=-228/1282, 41-42=-228/1282, 20-42=-228/1282, 20-43=-146/189, 43-44=-146/189, 44-45=-146/189, 19-45=-146/189, 19-46=-747/257, 18-46=-747/257, 18-47=-747/257, 17-47=-747/257, 17-48=-145/164, 48-49=-145/164, 49-50=-145/164, 16-50=-145/164, 16-51=-185/1282, 51-52=-185/1282, 52-53=-185/1282, 15-53=-185/1282, 15-54=-222/1232, 14-54=-222/1232 WEBS 2-22=-1794/273, 12-14=-1794/296, 6-19=-2005/408, 7-19=-707/158, 7-17=-707/158, 8-17=-2005/394, 5-20=-780/233, 9-16=-780/233, 6-20=-324/1807, 8-16=-319/1807, 4-20=-900/233, 4-21=-37/271, 10-16=-900/227, 10-15=-36/272, 2-21=-37/221, 12-15=-38/221 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 21-0-0, Exterior (2) 21-0-0 to 28-11-4, Interior (1) 28-11-4 to 36-10-8, Exterior (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548595A13Piggyback Base 3 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:53 Page: 1 ID:f8W0Ti4FcEHAwJIpSexvk0z81?S-_RzMNDswUcS0fQDCuvlOCGkw9VnEbYtOaDo5_zyFzKC Continued on page 2 November 24,2020 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 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 239 lb uplift at joint 22, 252 lb uplift at joint 14, 442 lb uplift at joint 19 and 430 lb uplift at joint 17. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548595A13Piggyback Base 3 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:53 Page: 2 ID:f8W0Ti4FcEHAwJIpSexvk0z81?S-_RzMNDswUcS0fQDCuvlOCGkw9VnEbYtOaDo5_zyFzKC 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 =5x6 =3x6 =3x4 =3x6 =5x6 =2x4 =7x10 =6x8 =5x6 =6x8 =7x10 =2x4 =5x6 =3x6 =3x6 =3x4 =5x6 25 46 24 47 48 49 23 50 51 52 22 53 21 54 20 55 56 57 19 58 59 60 18 61 17 62 1 26 16 63 15 27 45214 28 4429433133031423241124 115 4033 106 3934 97353837368 2-3-1 11-4-7 2-3-1 50-9-2 3-9-8 54 -6-10 3-9-9 9-1-6 5-3-14 5-3-14 5-1-12 22-0-0 5-1-12 43-0-4 5-5-13 48-6-1 5-5-13 16-10-4 5-3-14 59-10 -8 7-11-4 29 -11-4 7-11-4 37 -10-8 1-0-0 59 -10 -8 1-0-0 1-0-0 3-2-12 33-2-0 3-2-12 29-11-4 6-10-1 58-10-8 6-10-0 7-10-0 9-1-15 52-0-7 9-2-0 17-0-0 9-8-8 42-10-8 9-8-8 26-8-812-0-00-10-02-0-02-0-00-6-32-6-30-5-02-11-39-0-1312-0-0Scale = 1:103.8 Plate Offsets (X, Y):[1:Edge,0-2-10], [4:0-3-0,Edge], [7:0-3-12,0-3-0], [9:0-3-12,0-3-0], [12:0-3-0,Edge], [13:0-0-0,0-0-0], [15:Edge,0-2-10], [19:0-4-12,0-4-8], [23:0-4-12,0-4-8] 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 0.59 Vert(LL)-0.12 22-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 19-20 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 17 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 23-24 >999 240 BCDL 9.0 Weight: 450 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* 7-9,4-7,12-9:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-26,16-15:2x4 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* 25-2,17-14,24-3,3-25,13-18,13-17:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 7-9, 2-26, 14-16. Except: 6-0-0 oc bracing: 25-26, 16-17 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 8-20, 6-23, 10-19, 5-23, 3-25, 11-19, 13-17 WEBS 2 Rows at 1/3 pts 7-22, 9-20 REACTIONS (size)17=0-5-8, 20=0-5-8, 22=0-5-8, 25=0-5-8 Max Horiz 25=105 (LC 18) Max Uplift 17=-288 (LC 15), 20=-420 (LC 15), 22=-441 (LC 14), 25=-267 (LC 14) Max Grav 17=1641 (LC 32), 20=2167 (LC 32), 22=2167 (LC 32), 25=1641 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-38/291, 2-27=-26/298, 2-28=-132/75, 28-29=-62/86, 3-29=-50/100, 3-30=-1518/279, 30-31=-1492/281, 31-32=-1375/287, 4-32=-1348/289, 4-5=-1226/299, 5-33=-1034/231, 6-33=-870/247, 6-34=-1005/326, 7-34=-859/335, 7-35=0/787, 35-36=0/787, 8-36=0/787, 8-37=0/787, 37-38=0/787, 9-38=0/787, 9-39=-859/373, 10-39=-1005/364, 10-40=-870/285, 11-40=-1034/269, 11-12=-1227/326, 12-41=-1348/315, 41-42=-1375/314, 13-42=-1518/308, 13-43=-51/100, 43-44=-62/86, 14-44=-132/74, 14-45=-26/298, 15-45=-38/291, 25-26=-331/176, 2-26=-317/163, 16-17=-331/136, 14-16=-317/123 BOT CHORD 25-46=-279/1190, 24-46=-279/1190, 24-47=-241/1304, 47-48=-241/1304, 48-49=-241/1304, 23-49=-241/1304, 23-50=-146/207, 50-51=-146/207, 51-52=-146/207, 22-52=-146/207, 22-53=-739/252, 21-53=-739/252, 21-54=-739/252, 20-54=-739/252, 20-55=-146/160, 55-56=-146/160, 56-57=-146/160, 19-57=-146/160, 19-58=-167/1304, 58-59=-167/1304, 59-60=-167/1304, 18-60=-167/1304, 18-61=-193/1191, 17-61=-193/1191, 1-62=-199/94, 26-62=-199/94, 16-63=-199/94, 15-63=-199/94 WEBS 7-22=-1998/408, 8-22=-707/157, 8-20=-707/157, 9-20=-1998/385, 6-23=-745/227, 10-19=-745/227, 7-23=-326/1792, 9-19=-319/1793, 5-23=-929/246, 5-24=-95/259, 3-24=-27/268, 3-25=-1754/232, 11-19=-929/238, 11-18=-95/259, 13-18=-27/268, 13-17=-1754/259 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 21-0-0, Exterior (2) 21-0-0 to 28-11-4, Interior (1) 28-11-4 to 36-10-8, Exterior (2) 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548596A14Common11120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:55 Page: 1 ID:TItyNE6kjJrP42IHPXkK?Pz809B-SdXlbZsYFwasHaoORcGdkTH5mu7TK?AYptXfWQyFzKB Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 441 lb uplift at joint 22, 420 lb uplift at joint 20, 288 lb uplift at joint 17 and 267 lb uplift at joint 25. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548596A14Common11120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:55 Page: 2 ID:TItyNE6kjJrP42IHPXkK?Pz809B-SdXlbZsYFwasHaoORcGdkTH5mu7TK?AYptXfWQyFzKB 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 =2x4 =7x10 =6x8 =5x6 =6x8 =7x10 =2x4 =5x6 =3x4 52 53 54 55 56 57 22 43 21 44 45 46 20 47 48 4919 50 18 51 17 16 15 58 14 131 23 42 2 12412425402639 3 112738410 28 37 5 9 29 36 30 3563132733348 4-3-14 4-3-14 4-10-7 28-9-7 5-2-1 33 -11-8 5-5-13 15-10-4 5-5-13 47-6-1 4-3-14 57-10-8 6-0-9 53-6-10 6-0-9 10-4-7 8-0-12 42-0-4 8-0-12 23-11-0 0-1-0 32-4-12 0-1-12 25 -8-8 6-7-4 32-3-12 6-10-0 6-10-0 6-10-1 57 -10 -8 9-1-15 51 -0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-6-12 25 -6-1213-2-93-3-00-1-1013-0-1513-0-150-1-1013-2-9Scale = 1:99.5 Plate Offsets (X, Y):[12:0-0-0,0-0-0], [16:0-4-12,0-4-8], [20:0-4-12,0-4-8] 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 0.44 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 20-21 >999 240 BCDL 9.0 Weight: 465 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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 7-17, 2-22, 12-14, 5-20, 9-16, 6-20, 8-16, 4-20, 10-16 WEBS 2 Rows at 1/3 pts 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-85 (LC 12) Max Uplift 14=-255 (LC 15), 17=-434 (LC 15), 19=-451 (LC 14), 22=-239 (LC 14) Max Grav 14=1444 (LC 32), 17=2386 (LC 32), 19=2386 (LC 32), 22=1444 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-82/72, 2-23=-54/81, 2-24=-1495/267, 24-25=-1426/271, 25-26=-1370/274, 3-26=-1366/275, 3-27=-1264/281, 4-27=-1234/284, 4-28=-1061/237, 5-28=-804/253, 5-29=-1148/353, 29-30=-927/354, 6-30=-829/365, 6-31=0/652, 31-32=0/652, 7-32=0/652, 7-33=0/652, 33-34=0/652, 8-34=0/652, 8-35=-829/395, 35-36=-927/383, 9-36=-1148/383, 9-37=-804/265, 10-37=-1061/249, 10-38=-1234/302, 11-38=-1264/299, 11-39=-1366/293, 39-40=-1370/293, 40-41=-1426/289, 12-41=-1495/288, 12-42=-54/81, 13-42=-82/73, 1-22=-283/65, 13-14=-283/65 BOT CHORD 22-43=-288/1170, 21-43=-288/1170, 21-44=-239/1268, 44-45=-239/1268, 45-46=-239/1268, 20-46=-239/1268, 20-47=-340/234, 47-48=-340/234, 48-49=-340/234, 19-49=-340/234, 19-50=-640/254, 18-50=-640/254, 18-51=-640/254, 17-51=-640/254, 17-52=-340/218, 52-53=-340/218, 53-54=-340/218, 16-54=-340/218, 16-55=-186/1268, 55-56=-186/1268, 56-57=-186/1268, 15-57=-186/1268, 15-58=-227/1171, 14-58=-227/1171 WEBS 6-19=-2214/449, 7-19=-436/89, 7-17=-436/89, 8-17=-2214/432, 2-22=-1705/284, 12-14=-1705/303, 5-20=-1090/291, 9-16=-1090/290, 6-20=-429/2151, 8-16=-423/2151, 4-20=-721/206, 4-21=-47/274, 10-16=-721/200, 10-15=-47/274, 2-21=-39/236, 12-15=-40/229 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 23-11-0, Exterior (2) 23-11-0 to 32-1-3, Interior (1) 32-1-3 to 33-11-8, Exterior (2) 33-11-8 to 42-0-4, Interior (1) 42-0-4 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548597A15Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:56 Page: 1 ID:kC86AKvz3dJlXXLqos8JMsz80z5-O0fV?FuonXqaWtynZ1I5quMTbiowotqqGB0lbIyFzK9 Continued on page 2 November 24,2020 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 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 451 lb uplift at joint 19, 434 lb uplift at joint 17, 255 lb uplift at joint 14 and 239 lb uplift at joint 22. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548597A15Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:56 Page: 2 ID:kC86AKvz3dJlXXLqos8JMsz80z5-O0fV?FuonXqaWtynZ1I5quMTbiowotqqGB0lbIyFzK9 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 =2x4 =7x10 =6x8 =5x6 =6x8 =7x10 =2x4 =5x6 =3x4 50 51 52 53 54 55 22 41 21 42 43 44 20 45 46 47 19 48 18 49 17 16 15 56 14 131 23 40 2 1239242538113 4 10 26 372736 5 9 28 35 6 2930 31 7 32 3334 8 4-3-14 4-3-14 5-5-13 15-10-4 5-5-13 47-6-1 4-3-14 57-10-8 6-0-9 53-6-10 6-0-9 10-4-7 6-0-12 42-0-4 6-0-12 21-11-0 6-10 -7 28-9-7 7-2-1 35-11-8 0-4-9 32-4-12 0-1-13 25-10-5 6-1-14 32-0-3 6-10 -0 6-10 -0 6-10-1 57 -10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41 -10 -8 9-8-8 25-8-812-4-93-3-00-1-1012-2-1512-2-150-1-1012-4-9Scale = 1:99.3 Plate Offsets (X, Y):[12:0-0-0,0-0-0], [16:0-4-12,0-4-8], [20:0-4-12,0-4-8] 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 0.46 Vert(LL)-0.12 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 20-21 >999 240 BCDL 9.0 Weight: 457 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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 7-17, 2-22, 12-14, 5-20, 9-16, 4-20, 10-16, 6-20, 8-16 WEBS 2 Rows at 1/3 pts 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=81 (LC 18) Max Uplift 14=-253 (LC 15), 17=-431 (LC 15), 19=-444 (LC 14), 22=-239 (LC 14) Max Grav 14=1490 (LC 32), 17=2243 (LC 32), 19=2243 (LC 32), 22=1490 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-80/74, 2-23=-54/82, 2-24=-1549/272, 24-25=-1391/276, 3-25=-1387/276, 3-4=-1329/286, 4-26=-1041/224, 26-27=-896/231, 5-27=-781/240, 5-28=-1046/327, 6-28=-879/337, 6-29=0/763, 29-30=0/763, 30-31=0/763, 7-31=0/763, 7-32=0/764, 32-33=0/764, 33-34=0/764, 8-34=0/764, 8-35=-879/365, 9-35=-1046/356, 9-36=-781/259, 36-37=-896/250, 10-37=-1041/243, 10-11=-1329/299, 11-38=-1387/289, 38-39=-1392/288, 12-39=-1549/284, 12-40=-55/83, 13-40=-83/74, 1-22=-284/67, 13-14=-284/67 BOT CHORD 22-41=-278/1216, 21-41=-278/1216, 21-42=-232/1269, 42-43=-232/1269, 43-44=-232/1269, 20-44=-232/1269, 20-45=-187/202, 45-46=-187/202, 46-47=-187/202, 19-47=-187/202, 19-48=-725/254, 18-48=-725/254, 18-49=-725/254, 17-49=-725/254, 17-50=-187/179, 50-51=-187/179, 51-52=-187/179, 16-52=-187/179, 16-53=-186/1269, 53-54=-186/1269, 54-55=-186/1269, 15-55=-186/1269, 15-56=-223/1217, 14-56=-223/1217 WEBS 6-19=-2055/415, 7-19=-625/138, 7-17=-625/139, 8-17=-2055/401, 2-22=-1773/274, 12-14=-1773/298, 5-20=-862/248, 9-16=-862/247, 4-20=-855/226, 4-21=-54/272, 10-16=-855/220, 10-15=-54/272, 2-21=-38/234, 12-15=-38/234, 6-20=-352/1905, 8-16=-346/1905 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 21-11-0, Exterior (2) 21-11-0 to 30-1-3, Interior (1) 30-1-3 to 35-11-8, Exterior (2) 35-11-8 to 44-1-11, Interior (1) 44-1-11 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548598A16Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:57 Page: 1 ID:Kz56NNuPlpe7N7cab4cXh9z80xp-sCCtDavRYrzR81Xz7kpKM6vd169AXMw_VrmJ7lyFzK8 Continued on page 2 November 24,2020 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 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 444 lb uplift at joint 19, 431 lb uplift at joint 17, 253 lb uplift at joint 14 and 239 lb uplift at joint 22. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548598A16Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:57 Page: 2 ID:Kz56NNuPlpe7N7cab4cXh9z80xp-sCCtDavRYrzR81Xz7kpKM6vd169AXMw_VrmJ7lyFzK8 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 =4x5 =4x5 =5x6 =4x5 =2x4 =7x10 =6x8 =4x8 =5x8 =6x8 =5x6 =5x8 =4x8 =6x8 =7x10 =2x4 =4x5 =5x6 =4x5 =4x5 =4x5 =3x4 60 61 62 63 64 65 24 51 23 52 53 54 22 55 56 57 21 58 20 59 19 18 17 66 16 151 5025 2 14264927482847133 4 12 29 4630453144511 32 43 4041 42633343579 10363937388 2-2-6 28-11-4 2-2-6 31-1-10 4-3-14 4-3-14 4-3-14 57-10 -8 4-0-12 42 -0-4 4-0-12 19-11-0 5-5-13 15-10-4 5-5-13 47-6-1 6-0-9 53 -6-10 6-0-9 10-4-7 6-9-14 26-8-14 6-9-14 37-11-8 0-4-8 32 -4-12 0-1-12 25-10 -4 6-2-0 32-0-4 6-10 -0 6-10 -0 6-10-1 57-10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-5-12 41-10-8 9-8-8 25-8-812-5-93-3-00-1-1011-4-1511-4-150-1-1011-6-90-11-012-5-9Scale = 1:99.8 Plate Offsets (X, Y):[7:0-3-14,Edge], [9:0-3-14,Edge], [14:0-0-0,0-0-0], [18:0-4-12,0-4-8], [22:0-4-12,0-4-8] 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 0.41 Vert(LL)-0.13 21-22 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 18-19 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.04 16 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 22-23 >999 240 BCDL 9.0 Weight: 483 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* 24-1,16-15,24-2,16-14,23-2,14-17:2x4 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.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-24, 14-16, 5-22, 11-18, 4-22, 12-18, 7-21, 9-19, 8-21, 8-19 WEBS 2 Rows at 1/3 pts 6-21, 10-19 REACTIONS (size)16= Mechanical, 19=0-5-8, 21=0-5-8, 24= Mechanical Max Horiz 24=-87 (LC 12) Max Uplift 16=-233 (LC 15), 19=-472 (LC 15), 21=-483 (LC 14), 24=-222 (LC 14) Max Grav 16=1608 (LC 38), 19=2478 (LC 21), 21=2478 (LC 20), 24=1608 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-89/74, 2-25=-55/102, 2-26=-1624/239, 26-27=-1604/244, 27-28=-1464/249, 3-28=-1454/249, 3-4=-1318/259, 4-29=-1069/187, 29-30=-906/195, 30-31=-868/197, 5-31=-806/203, 5-32=-1005/264, 6-32=-891/276, 6-33=-5/700, 33-34=-5/700, 34-35=-5/700, 7-35=-5/700, 7-36=0/680, 36-37=0/761, 8-37=0/785, 8-38=0/785, 38-39=0/761, 9-39=0/680, 9-40=0/700, 40-41=0/700, 41-42=0/700, 10-42=0/700, 10-43=-891/295, 11-43=-1005/284, 11-44=-806/221, 44-45=-868/216, 45-46=-906/214, 12-46=-1069/206, 12-13=-1318/273, 13-47=-1454/263, 47-48=-1464/263, 48-49=-1604/259, 14-49=-1624/253, 14-50=-55/102, 15-50=-89/74, 1-24=-285/68, 15-16=-285/68 BOT CHORD 24-51=-260/1301, 23-51=-260/1301, 23-52=-209/1342, 52-53=-209/1342, 53-54=-209/1342, 22-54=-209/1342, 22-55=-52/315, 55-56=-52/315, 56-57=-52/315, 21-57=-52/315, 21-58=-592/322, 20-58=-592/322, 20-59=-592/322, 19-59=-592/322, 19-60=-48/315, 60-61=-48/315, 61-62=-48/315, 18-62=-48/315, 18-63=-159/1342, 63-64=-159/1342, 64-65=-159/1342, 17-65=-159/1342, 17-66=-205/1301, 16-66=-205/1301 WEBS 2-24=-1892/256, 14-16=-1892/271, 5-22=-668/180, 11-18=-668/179, 4-22=-915/242, 4-23=-30/262, 12-18=-915/238, 12-17=-33/262, 2-23=-29/220, 14-17=-29/220, 6-22=-289/1656, 10-18=-285/1656, 7-21=-646/194, 9-19=-646/194, 6-21=-1885/399, 10-19=-1885/387, 8-21=-413/11, 8-19=-413/3 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 19-11-0, Exterior (2) 19-11-0 to 25-8-7, Interior (1) 25-8-7 to 28-11-4, Exterior (2) 28-11-4 to 31-1-10, Interior (1) 31-1-10 to 37-11-8, Exterior (2) 37-11-8 to 43-8-15, Interior (1) 43-8-15 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548599A17Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:58 Page: 1 ID:MDQDB7MMiVLArTCoYwGNyAz80ud-KOmFQwv3J85IlB6AgSKZvJSpaWUNGqz7kVVsfByFzK7 Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 233 lb uplift at joint 16, 222 lb uplift at joint 24, 483 lb uplift at joint 21 and 472 lb uplift at joint 19. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548599A17Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:41:58 Page: 2 ID:MDQDB7MMiVLArTCoYwGNyAz80ud-KOmFQwv3J85IlB6AgSKZvJSpaWUNGqz7kVVsfByFzK7 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 =4x5 =4x5 =5x6 =4x5 =7x10 =6x8 =5x6 =4x8 =6x8 =5x6 =4x8 =5x6 =6x8 =7x10 =4x5 =5x6 =4x5 =4x5 =4x5 =3x4 22 45 21 46 47 48 2049 50 51 19 52 18 53 17 54 55 5616 57 58 59 15 60 14 131 23 44 2 1243242542113 4 10264127402839 863532 3631373029 385 9 3433 7 4-3-14 4-3-14 4-3-14 57-10 -8 4-2-6 28-11-4 4-2-6 33-1-10 6-0-9 53 -6-10 6-0-9 10-4-7 6-9-14 24-8-14 6-9-14 39-11-8 7-6-9 47 -6-1 7-6-9 17-11-0 0-1-0 32-4-12 0-1-12 25-8-8 6-7-4 32-3-12 6-10 -0 6-10 -0 6-10-1 57-10-8 9-3-12 51-0-7 9-3-12 16-1-12 9-4-0 41 -8-12 9-5-0 25-6-1212-5-93-3-00-1-1010-6-1510-6-150-1-1010-8-91-9-012-5-9Scale = 1:99.8 Plate Offsets (X, Y):[6:0-2-0,0-3-12], [8:0-2-0,0-3-12], [12:0-0-0,0-0-0], [16:0-5-0,0-4-8], [20:0-5-0,0-4-8] 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 0.41 Vert(LL)-0.12 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.16 20-21 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.04 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 20-21 >999 240 BCDL 9.0 Weight: 454 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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 5-19, 9-17, 2-22, 12-14, 4-20, 10-16, 7-19, 7-17, 6-19, 8-17 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-88 (LC 10) Max Uplift 14=-236 (LC 15), 17=-456 (LC 15), 19=-465 (LC 14), 22=-226 (LC 14) Max Grav 14=1722 (LC 38), 17=2402 (LC 21), 19=2402 (LC 20), 22=1722 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-133/78, 2-23=-68/102, 2-24=-1628/246, 24-25=-1488/249, 3-25=-1458/250, 3-4=-1323/260, 4-26=-1013/198, 26-27=-865/204, 27-28=-810/207, 5-28=-787/220, 5-29=-9/574, 29-30=-9/574, 30-31=-9/573, 31-32=-9/573, 6-32=-10/572, 6-33=0/638, 7-33=0/761, 7-34=0/761, 8-34=0/638, 8-35=0/572, 35-36=0/573, 36-37=0/573, 37-38=0/574, 9-38=0/574, 9-39=-787/227, 39-40=-810/215, 40-41=-865/212, 10-41=-1013/205, 10-11=-1323/273, 11-42=-1458/263, 42-43=-1488/262, 12-43=-1628/259, 12-44=-69/102, 13-44=-133/79, 1-22=-287/75, 13-14=-287/75 BOT CHORD 22-45=-258/1307, 21-45=-258/1307, 21-46=-223/1377, 46-47=-223/1377, 47-48=-223/1377, 20-48=-223/1377, 20-49=-20/554, 49-50=-20/554, 50-51=-20/554, 19-51=-20/554, 19-52=-428/317, 18-52=-428/317, 18-53=-428/317, 17-53=-428/317, 17-54=0/554, 54-55=0/554, 55-56=0/554, 16-56=0/554, 16-57=-172/1377, 57-58=-172/1377, 58-59=-172/1377, 15-59=-172/1377, 15-60=-202/1308, 14-60=-202/1308 WEBS 5-19=-1758/360, 9-17=-1758/348, 2-22=-1892/253, 12-14=-1892/266, 4-20=-1109/283, 4-21=-23/255, 10-16=-1109/279, 10-15=-23/255, 2-21=-19/219, 12-15=-19/218, 7-19=-585/51, 7-17=-585/55, 6-19=-697/197, 8-17=-697/202, 9-16=-136/1057, 5-20=-139/1057 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 17-11-0, Exterior (2) 17-11-0 to 23-8-7, Interior (1) 23-8-7 to 28-11-4, Exterior (2) 28-11-4 to 33-1-10, Interior (1) 33-1-10 to 39-11-8, Exterior (2) 39-11-8 to 45-8-15, Interior (1) 45-8-15 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548600A18Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:00 Page: 1 ID:3Ul8C61Uo5zP9oi_9_Bubaz80ob-Hnu0rcxJrmL0?VFYotN1_kX92J9lkgzQBp_zk3yFzK5 Continued on page 2 November 24,2020 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 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 465 lb uplift at joint 19, 456 lb uplift at joint 17, 236 lb uplift at joint 14 and 226 lb uplift at joint 22. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548600A18Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:00 Page: 2 ID:3Ul8C61Uo5zP9oi_9_Bubaz80ob-Hnu0rcxJrmL0?VFYotN1_kX92J9lkgzQBp_zk3yFzK5 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 =5x6 =7x10 =7x10 =6x8 =5x6 =7x10 =7x10 =5x6 =5x6 =3x4 46 47 48 22 45 21 20 49 50 51 19 52 18 53 17 54 55 56 16 57 58 59 15 60 14 131 23 44 2 1243242542113 1042641 4027 863631 37303829 3928 953532 3433 7 4-3-14 4-3-14 4-3-14 57-10-8 5-6-9 15 -11-0 5-6-9 47-6-1 6-0-9 53-6-10 6-0-9 10 -4-7 6-2-6 35-1-10 6-2-6 28 -11-4 6-9-14 22 -8-14 6-9-14 41-11-8 0-0-15 32-4-12 0-1-13 25-8-8 6-7-5 32 -3-13 6-10-0 6-10-0 6-10-1 57 -10-8 8-11-3 51-0-7 8-11-4 15-9-4 9-8-8 42-1-4 9-9-7 25-6-1112-5-93-3-00-1-109-8-159-8-150-1-109-10-92-7-012-5-9Scale = 1:99.4 Plate Offsets (X, Y):[6:0-3-8,0-3-8], [8:0-3-8,0-3-8], [12:0-0-0,0-0-0], [16:0-3-12,0-4-8], [20:0-3-12,0-4-8] 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 0.41 Vert(LL)-0.13 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 20-21 >999 240 BCDL 9.0 Weight: 447 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* 22-1,14-13,22-2,14-12,21-2,12-15:2x4 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.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 12-14, 4-20, 10-16, 7-19, 7-17, 6-19, 8-17, 5-20, 9-16 REACTIONS (size)14= Mechanical, 17=0-5-8, 19=0-5-8, 22= Mechanical Max Horiz 22=-88 (LC 12) Max Uplift 14=-248 (LC 15), 17=-435 (LC 15), 19=-447 (LC 14), 22=-237 (LC 14) Max Grav 14=1653 (LC 38), 17=2345 (LC 38), 19=2345 (LC 38), 22=1653 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-124/75, 2-23=-55/111, 2-24=-1546/266, 24-25=-1391/274, 3-25=-1381/274, 3-4=-1250/284, 4-26=-914/237, 26-27=-766/244, 5-27=-757/253, 5-28=-704/261, 28-29=-705/261, 29-30=-705/261, 30-31=-705/261, 6-31=-709/261, 6-32=-6/555, 32-33=-5/727, 7-33=0/917, 7-34=0/917, 34-35=0/727, 8-35=0/555, 8-36=-709/272, 36-37=-705/272, 37-38=-705/272, 38-39=-705/272, 9-39=-704/272, 9-40=-757/253, 40-41=-766/244, 10-41=-914/237, 10-11=-1250/293, 11-42=-1381/283, 42-43=-1391/283, 12-43=-1546/278, 12-44=-55/111, 13-44=-124/76, 1-22=-285/70, 13-14=-285/70 BOT CHORD 22-45=-273/1258, 21-45=-273/1258, 21-46=-229/1244, 46-47=-229/1244, 47-48=-229/1244, 20-48=-229/1244, 20-49=-231/197, 49-50=-231/197, 50-51=-231/197, 19-51=-231/197, 19-52=-460/294, 18-52=-460/294, 18-53=-460/294, 17-53=-460/294, 17-54=-231/179, 54-55=-231/179, 55-56=-231/179, 16-56=-231/179, 16-57=-181/1244, 57-58=-181/1244, 58-59=-181/1244, 15-59=-181/1244, 15-60=-219/1258, 14-60=-219/1258 WEBS 6-20=-254/1424, 8-16=-239/1424, 2-22=-1822/282, 12-14=-1822/291, 4-20=-968/233, 4-21=-9/261, 10-16=-968/229, 10-15=-23/261, 2-21=-32/203, 12-15=-32/197, 7-19=-793/89, 7-17=-793/94, 6-19=-1698/451, 8-17=-1698/451, 5-20=-415/109, 9-16=-415/103 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 15-11-0, Exterior (2) 15-11-0 to 21-8-7, Interior (1) 21-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 41-11-8, Exterior (2) 41-11-8 to 47-6-1, Interior (1) 47-6-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548601A19Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:02 Page: 1 ID:vQVOQY_YL3jnQIMtSEa6U1z80kn-lzSO3yyxc3TtceqkMauGWy3KrjV4TDZaQTkWGWyFzK4 Continued on page 2 November 24,2020 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 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 248 lb uplift at joint 14, 237 lb uplift at joint 22, 447 lb uplift at joint 19 and 435 lb uplift at joint 17. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548601A19Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:02 Page: 2 ID:vQVOQY_YL3jnQIMtSEa6U1z80kn-lzSO3yyxc3TtceqkMauGWy3KrjV4TDZaQTkWGWyFzK4 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 =7x10 =7x10 =7x10 =5x6 =7x10 =7x10 =5x6 =3x4 55 56 57 20 43 19 44 45 46 18 47 48 49 17 50 16 51 15 52 53 54 14 13 58 12 111 21 42 2 1041222340243925383937263435367827282945 33303231 6 3-6-9 47 -6-1 3-6-9 13-11-0 4-3-14 4-3-14 4-3-14 57-10-8 6-0-9 53-6-10 6-0-9 10 -4-7 6-9-14 20-8-14 6-9-14 43-11-8 8-2-6 28-11-4 8-2-6 37-1-10 0-4-9 32-4-12 0-1-13 25 -10 -5 6-1-14 32-0-3 6-10-0 6-10-0 6-10-1 57 -10-8 9-0-2 51 -0-7 9-0-3 15-10-3 9-7-9 42-0-5 9-10-5 25 -8-812-5-93-3-00-1-108-10-158-10-150-1-109-0-93-5-012-5-9Scale = 1:99.4 Plate Offsets (X, Y):[4:0-3-0,0-3-3], [5:0-4-4,0-3-12], [7:0-4-4,0-3-12], [8:0-3-0,0-3-3], [10:0-0-0,0-0-0], [14:0-4-8,0-4-8], [18:0-4-8,0-4-8] 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 0.61 Vert(LL)-0.12 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.16 14-15 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.03 12 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 18-19 >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* 20-1,12-11,20-2,12-10,19-2,10-13:2x4 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 (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 2-20, 10-12, 6-17, 6-15, 3-18, 7-15, 5-17, 4-18, 8-14, 9-14 REACTIONS (size)12= Mechanical, 15=0-5-8, 17=0-5-8, 20= Mechanical Max Horiz 20=-87 (LC 12) Max Uplift 12=-242 (LC 15), 15=-438 (LC 15), 17=-450 (LC 14), 20=-231 (LC 14) Max Grav 12=1561 (LC 38), 15=2437 (LC 38), 17=2437 (LC 38), 20=1561 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-117/73, 2-21=-53/118, 2-22=-1433/258, 22-23=-1263/266, 23-24=-1262/266, 24-25=-1218/268, 3-25=-1126/275, 3-26=-807/227, 4-26=-703/237, 4-27=-660/222, 27-28=-660/222, 28-29=-660/222, 5-29=-660/222, 5-30=-65/767, 30-31=-51/851, 6-31=-51/1097, 6-32=-30/1097, 32-33=-31/851, 7-33=-44/767, 7-34=-660/229, 34-35=-660/229, 35-36=-660/229, 8-36=-660/229, 8-37=-703/237, 9-37=-807/227, 9-38=-1126/285, 38-39=-1219/278, 39-40=-1262/276, 40-41=-1263/275, 10-41=-1433/268, 10-42=-54/118, 11-42=-117/73, 1-20=-283/65, 11-12=-283/65 BOT CHORD 20-43=-269/1183, 19-43=-269/1183, 19-44=-216/1080, 44-45=-216/1080, 45-46=-216/1080, 18-46=-216/1080, 18-47=-149/304, 47-48=-149/304, 48-49=-149/304, 17-49=-149/304, 17-50=-532/316, 16-50=-532/316, 16-51=-532/316, 15-51=-532/316, 15-52=-149/304, 52-53=-149/304, 53-54=-149/304, 14-54=-149/304, 14-55=-167/1080, 55-56=-167/1080, 56-57=-167/1080, 13-57=-167/1080, 13-58=-215/1183, 12-58=-215/1183 WEBS 2-20=-1715/275, 10-12=-1715/286, 3-19=-16/276, 9-13=-31/276, 2-19=-43/205, 10-13=-43/200, 6-17=-994/145, 6-15=-994/146, 3-18=-886/206, 7-15=-1680/444, 5-17=-1680/444, 4-18=-411/74, 5-18=-164/1051, 8-14=-411/85, 7-14=-143/1051, 9-14=-886/193 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 13-11-0, Exterior (2) 13-11-0 to 19-8-7, Interior (1) 19-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 43-11-8, Exterior (2) 43-11-8 to 49-8-15, Interior (1) 49-8-15 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548602A20Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:03 Page: 1 ID:2pTI7gbLFdL3GaSFByx3qtz80ij-hMa8TezB7hjbsy_7T?wkcN9dBXCcx7xstnDdKOyFzK2 Continued on page 2 November 24,2020 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 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 242 lb uplift at joint 12, 231 lb uplift at joint 20, 450 lb uplift at joint 17 and 438 lb uplift at joint 15. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548602A20Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:03 Page: 2 ID:2pTI7gbLFdL3GaSFByx3qtz80ij-hMa8TezB7hjbsy_7T?wkcN9dBXCcx7xstnDdKOyFzK2 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 =4x5 =4x5 =6x8 =7x10 =MT20HS 8x12 =4x5 =MT18HS 9x12 =5x6 =4x5 =MT18HS 9x12 =7x10 =6x8 =4x5 =4x5 =4x5 =3x4 44 45 46 52 53 54 19 40 18 41 42 43 17 15 48 14 49 50 51 13 12 55 11 16 47 101 20 39 2 9213822372336 7 34 352425634 82633 27 3228312930 5 0-4-7 39-6-1 4-3-14 4-3-14 4-3-14 57-10-8 6-5-7 45 -11-8 6-9-14 18-8-14 7-7-2 53-6-10 7-7-2 11-11-0 10-2-6 28-11-4 10-2-6 39 -1-10 0-1-13 32-2-0 0-1-13 25 -10 -5 6-1-14 32-0-3 6-10-0 6-10-0 6-10-1 57 -10-8 9-1-15 51-0-7 9-2-0 16-0-0 9-8-8 25-8-8 9-8-8 41-10 -812-5-93-3-00-1-108-0-158-0-150-1-108-2-94-3-012-5-9Scale = 1:99.4 Plate Offsets (X, Y):[4:0-5-0,0-4-4], [6:0-5-0,0-4-4], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.95 Vert(LL)-0.13 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 13-14 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.03 11 n/a n/a MT18HS 220/195 BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 17-18 >999 240 BCDL 9.0 Weight: 418 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* 19-1,11-10,19-2,11-9,18-2,9-12:2x4 DF Stud/ Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 9-11, 5-16, 5-14, 6-14, 4-16, 8-13, 8-12, 3-17, 3-18 REACTIONS (size)11=0-5-8, 14=0-5-8, 16=0-5-8, 19=0-5-8 Max Horiz 19=-87 (LC 10) Max Uplift 11=-241 (LC 15), 14=-437 (LC 15), 16=-441 (LC 14), 19=-232 (LC 14) Max Grav 11=1495 (LC 38), 14=2522 (LC 38), 16=2479 (LC 38), 19=1500 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-84/61, 2-20=-45/160, 2-21=-1394/267, 21-22=-1239/273, 22-23=-1184/276, 3-23=-1160/289, 3-24=-758/218, 24-25=-758/218, 4-25=-758/218, 4-26=-86/602, 26-27=-83/853, 27-28=-70/878, 28-29=-69/893, 5-29=-69/1183, 5-30=-43/1185, 30-31=-45/895, 31-32=-45/886, 32-33=-58/856, 6-33=-61/605, 6-7=-416/166, 7-34=-732/220, 34-35=-731/220, 8-35=-729/220, 8-36=-1154/298, 36-37=-1177/286, 37-38=-1232/282, 9-38=-1387/276, 9-39=-45/159, 10-39=-85/62, 1-19=-275/48, 10-11=-275/48 BOT CHORD 19-40=-286/1195, 18-40=-286/1195, 18-41=-188/897, 41-42=-188/897, 42-43=-188/897, 17-43=-188/897, 17-44=-83/602, 44-45=-83/602, 45-46=-83/602, 16-46=-83/602, 16-47=-520/316, 15-47=-520/316, 15-48=-520/316, 14-48=-520/316, 14-49=-45/584, 49-50=-45/584, 50-51=-45/584, 13-51=-45/584, 13-52=-137/873, 52-53=-137/873, 53-54=-137/873, 12-54=-137/873, 12-55=-229/1190, 11-55=-229/1190 WEBS 4-17=-93/837, 7-13=-65/853, 2-19=-1748/298, 9-11=-1739/311, 2-18=-252/245, 9-12=-252/246, 5-16=-1142/180, 5-14=-1171/179, 6-14=-1772/466, 4-16=-1745/459, 8-13=-663/165, 8-12=-60/434, 3-17=-641/196, 3-18=-74/435 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 5-11-3, Interior (1) 5-11-3 to 11-11-0, Exterior (2) 11-11-0 to 17-8-7, Interior (1) 17-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 45-11-8, Exterior (2) 45-11-8 to 51-8-15, Interior (1) 51-8-15 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)The Fabrication Tolerance at joint 5 = 16% Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548603A21Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:05 Page: 1 ID:U5QhQqhsWn8WWABUqnYeLLz80g0-9Y7Xh__qu_rST6ZJ1jRz8ahjcwXkgYb06RyBtryFzK1 Continued on page 2 November 24,2020 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 8)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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, with BCDL = 9.0psf. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 11, 232 lb uplift at joint 19, 441 lb uplift at joint 16 and 437 lb uplift at joint 14. 12)This truss is designed in accordance with the 2015 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548603A21Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:05 Page: 2 ID:U5QhQqhsWn8WWABUqnYeLLz80g0-9Y7Xh__qu_rST6ZJ1jRz8ahjcwXkgYb06RyBtryFzK1 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 =5x6 =3x6 =3x4 =4x5 =4x5 =4x5 =7x10 =7x10 =7x10 =2x4 =4x12 =MT20HS 8x12 =5x6 =4x12 =2x4 =7x10 =7x10 =7x10 =4x5 =4x5 =4x5 =3x6 =3x4 =5x6 5758 59 23 48 22 49 50 51 2152 5354 20 55 19 56 18 17 60 61 62 16 63 15 1 64 24 14 65 13 25 47122 26 46 3 11272845 29 44 5 94231 4330 104413286 33 4034393835 3736 7 3-0-0 42-1-10 3-0-0 20 -8-14 5-3-14 5-3-14 5-3-14 59-10 -8 5-7-2 54 -6-10 5-7-2 10-11-0 6-9-14 17 -8-14 6-9-14 48 -11-8 9-2-6 29-11-4 9-2-6 39-1-10 0-1-12 17 -1-12 0-1-12 42-10-8 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 6-10 -1 58-10-8 6-10-0 7-10-0 9-1-15 52-0-7 9-2-0 17 -0-0 9-6-12 42-8-12 9-6-12 26-8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-34-3-127-2-150-1-107-4-95-1-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[4:0-5-4,0-1-12], [10:0-5-4,0-1-12], [11:0-0-0,0-0-0], [13:Edge,0-2-10], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8] 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 0.66 Vert(LL)-0.13 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.17 17-18 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.03 15 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 21-22 >999 240 BCDL 9.0 Weight: 433 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* 4-5,5-7,7-9,9-10:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 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* 23-2,15-12,23-3,15-11,22-3,11-16,5-21,9-17: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 10-17, 5-20, 9-18, 3-23, 11-15, 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=-112 (LC 15) Max Uplift 15=-264 (LC 15), 18=-449 (LC 15), 20=-466 (LC 14), 23=-247 (LC 14) Max Grav 15=1597 (LC 38), 18=2589 (LC 38), 20=2589 (LC 38), 23=1597 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-37/292, 2-25=-25/299, 2-26=-130/77, 3-26=-45/117, 3-27=-1196/254, 27-28=-1170/256, 28-29=-1044/263, 4-29=-1033/271, 4-30=-732/198, 30-31=-732/198, 5-31=-735/198, 5-32=-49/650, 6-32=-13/692, 6-33=-82/881, 33-34=-69/900, 34-35=-67/943, 35-36=-65/959, 7-36=-59/1206, 7-37=-39/1206, 37-38=-46/959, 38-39=-46/943, 39-40=-49/900, 8-40=-61/881, 8-41=-9/692, 9-41=-49/650, 9-42=-735/216, 42-43=-732/217, 10-43=-732/217, 10-44=-1033/293, 44-45=-1044/284, 11-45=-1195/277, 11-46=-45/117, 12-46=-130/77, 12-47=-25/299, 13-47=-37/292, 23-24=-452/173, 2-24=-449/158, 14-15=-452/120, 12-14=-450/116 BOT CHORD 23-48=-272/1001, 22-48=-272/1001, 22-49=-217/909, 49-50=-217/909, 50-51=-217/909, 21-51=-217/909, 21-52=-112/691, 52-53=-112/691, 53-54=-112/691, 20-54=-112/691, 20-55=-640/339, 19-55=-640/339, 19-56=-640/339, 18-56=-640/339, 18-57=-41/691, 57-58=-41/691, 58-59=-41/691, 17-59=-41/691, 17-60=-129/909, 60-61=-129/909, 61-62=-129/909, 16-62=-129/909, 16-63=-175/1001, 15-63=-175/1001, 1-64=-201/92, 24-64=-201/92, 14-65=-201/92, 13-65=-201/92 WEBS 4-21=-561/180, 10-17=-561/150, 5-20=-1265/201, 9-18=-1265/203, 3-23=-1465/212, 11-15=-1464/235, 3-22=-118/260, 11-16=-119/252, 7-20=-1045/156, 7-18=-1045/157, 8-18=-1240/324, 6-20=-1240/326, 4-22=-73/270, 5-21=-51/667, 10-16=-73/270, 9-17=-28/667 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 9-11-0, Exterior (2) 9-11-0 to 15-8-7, Interior (1) 15-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 47-11-8, Exterior (2) 47-11-8 to 53-6-10, Interior (1) 53-6-10 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548604A22Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:06 Page: 1 ID:ZUP8kHBiAEJfsaQSQMdJyMz7zZp-5xFH6f04Qc59jQji87URD?n7ekC58UFJZkRHxjyFzK? Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 264 lb uplift at joint 15, 466 lb uplift at joint 20, 449 lb uplift at joint 18 and 247 lb uplift at joint 23. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548604A22Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:06 Page: 2 ID:ZUP8kHBiAEJfsaQSQMdJyMz7zZp-5xFH6f04Qc59jQji87URD?n7ekC58UFJZkRHxjyFzK? 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 =5x6 =3x6 =3x4 =6x8 =6x8 =7x10 =MT20HS 10x12 =5x6 =7x10 =6x8 =6x8 =3x6 =3x4 =5x6 55 56 57 23 46 2247 4849 21 50 51 52 20 53 19 54 18 17 5859 6016 61 15 1 62 24 14 63 13 25 45122 442627433112829424303159404110 3932 86 33 3837343635 7 3-7-2 54-6-10 3-7-2 8-11-0 5-0-0 20-8-14 5-0-0 44-1-10 5-3-14 59-10 -8 5-3-14 5-3-14 6-9-14 15-8-14 6-9-14 50-11-8 9-2-6 29-11-4 9-2-6 39-1-10 0-1-12 43-0-4 0-1-12 17-0-0 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 6-11-13 58-10-8 6-11-12 7-11-12 8-10-7 51-10-11 8-10-7 16 -10-4 9-8-8 42 -10 -8 9-8-8 26 -8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-33-5-126-4-150-1-106-6-95-11-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[4:0-4-0,0-0-12], [10:0-4-0,0-0-12], [11:0-0-0,0-0-0], [13:Edge,0-2-10], [17:0-4-8,0-4-8], [21:0-4-8,0-4-8] 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 0.67 Vert(LL)-0.13 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.17 17-18 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.02 15 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 21-22 >999 240 BCDL 9.0 Weight: 426 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* 4-5,5-7,7-9,9-10:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 21-4,17-10,7-20,7-18,8-18,6-20,6-21,8-17:2x 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.): 4-5, 9-10, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 10-17, 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=-112 (LC 15) Max Uplift 15=-252 (LC 15), 18=-468 (LC 15), 20=-482 (LC 14), 23=-237 (LC 14) Max Grav 15=1475 (LC 38), 18=2711 (LC 38), 20=2710 (LC 38), 23=1475 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-39/289, 2-25=-27/296, 2-26=-171/84, 26-27=-68/90, 3-27=-63/96, 3-28=-1021/238, 28-29=-970/238, 4-29=-925/247, 4-30=-808/193, 30-31=-805/193, 5-31=-804/193, 5-32=-730/181, 6-32=-595/195, 6-33=-105/1048, 33-34=-91/1090, 34-35=-90/1111, 7-35=-89/1374, 7-36=-71/1374, 36-37=-71/1111, 37-38=-72/1090, 8-38=-86/1049, 8-39=-591/217, 9-39=-726/209, 9-40=-811/220, 40-41=-806/220, 10-41=-806/221, 10-42=-916/269, 11-42=-1028/258, 11-43=-63/96, 43-44=-68/90, 12-44=-171/83, 12-45=-27/296, 13-45=-39/289, 23-24=-518/185, 2-24=-534/174, 14-15=-518/151, 12-14=-534/138 BOT CHORD 23-46=-254/857, 22-46=-254/857, 22-47=-232/924, 47-48=-232/924, 48-49=-232/924, 21-49=-232/924, 21-50=-257/303, 50-51=-257/303, 51-52=-257/303, 20-52=-257/303, 20-53=-757/365, 19-53=-757/365, 19-54=-757/365, 18-54=-757/365, 18-55=-254/299, 55-56=-254/299, 56-57=-254/299, 17-57=-254/299, 17-58=-130/891, 58-59=-130/891, 59-60=-130/891, 16-60=-130/891, 16-61=-155/857, 15-61=-155/857, 1-62=-195/95, 24-62=-195/95, 14-63=-195/96, 13-63=-195/96 WEBS 4-21=-459/147, 10-17=-430/105, 3-23=-1213/176, 11-15=-1212/196, 3-22=-34/346, 11-16=-75/303, 7-20=-1114/174, 7-18=-1115/171, 8-18=-1877/475, 6-20=-1877/475, 6-21=-209/1227, 8-17=-209/1226, 5-21=-797/220, 4-22=-158/224, 9-17=-816/241, 10-16=-119/245 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 7-11-0, Exterior (2) 7-11-0 to 13-8-7, Interior (1) 13-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 49-11-8, Exterior (2) 49-11-8 to 55-8-15, Interior (1) 55-8-15 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548605A23Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:08 Page: 1 ID:gnMLEfUOZJ2Hx83gjQUZrDz7zUG-2JN1XL1KyDLtyjs5GYWvJQsT1YvncJDc12wO?cyFzJz Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 252 lb uplift at joint 15, 237 lb uplift at joint 23, 482 lb uplift at joint 20 and 468 lb uplift at joint 18. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548605A23Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:08 Page: 2 ID:gnMLEfUOZJ2Hx83gjQUZrDz7zUG-2JN1XL1KyDLtyjs5GYWvJQsT1YvncJDc12wO?cyFzJz 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 =5x6 =3x4 =3x4 =4x12 =4x8 =5x6 =6x8 =7x10 =MT20HS 8x12 =4x5 =MT20HS 10x12 =5x6 =4x5 =MT20HS 8x12 =7x10 =6x8 =5x6 =4x8 =4x12 =3x4 =3x4 =5x6 4748 49 21 46 20 19 50 51 52 18 53 17 54 16 55 56 57 15 58 5960 14 61 13 1 62 22 12 63 11 45231022444 4325268440294128422793 3930 753831323736333534 6 6-9-14 52-11-8 6-9-14 13-8-14 7-0-0 46 -1-10 7-0-0 20-8-14 6-11-0 6-11-0 6-11-0 59-10-8 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 5-9-4 58-10-8 5-9-4 6-9-4 9-8-8 42 -10 -8 9-8-8 26 -8-8 10-2-12 53-1-4 10-2-12 17-0-012-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-32-7-125-6-150-1-105-8-96-9-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[2:0-4-0,0-2-0], [5:0-5-12,0-4-12], [7:0-5-12,0-4-12], [10:0-4-0,0-2-0], [15:0-5-0,0-4-8], [19:0-5-0,0-4-8] 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 0.96 Vert(LL)-0.15 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.20 19-20 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.01 13 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 14-15 >999 240 BCDL 9.0 Weight: 410 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11,1-2,11-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-22,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 20-4,14-8,6-18,6-16,7-16,5-18,5-19,7-15:2x4 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 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-22, 10-12. Except: 2-2-0 oc bracing: 21-22, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,14-15. WEBS 1 Row at midpt 4-20, 8-14, 6-18, 6-16, 7-16, 5-18 REACTIONS (size)13=0-5-8, 16=0-5-8, 18=0-5-8, 21=0-5-8 Max Horiz 21=-112 (LC 19) Max Uplift 13=-253 (LC 15), 16=-472 (LC 15), 18=-489 (LC 14), 21=-236 (LC 14) Max Grav 13=1364 (LC 38), 16=2822 (LC 38), 18=2822 (LC 38), 21=1364 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-111/284, 2-23=-57/290, 2-24=-1051/208, 24-25=-957/215, 25-26=-951/216, 3-26=-900/224, 3-27=-889/246, 27-28=-889/246, 28-29=-890/246, 4-29=-891/245, 4-30=-719/159, 5-30=-505/173, 5-31=-103/1037, 31-32=-95/1136, 32-33=-92/1182, 33-34=-88/1246, 6-34=-87/1507, 6-35=-68/1507, 35-36=-69/1246, 36-37=-73/1182, 37-38=-75/1136, 7-38=-84/1037, 7-39=-505/196, 8-39=-719/182, 8-40=-891/257, 40-41=-890/257, 41-42=-889/257, 9-42=-889/257, 9-43=-951/236, 43-44=-957/227, 10-44=-1051/219, 10-45=-57/290, 11-45=-111/284, 21-22=-1316/310, 2-22=-1395/315, 12-13=-1316/274, 10-12=-1395/290 BOT CHORD 21-46=-162/194, 20-46=-162/194, 20-47=-244/1003, 47-48=-244/1003, 48-49=-244/1003, 19-49=-244/1003, 19-50=-313/238, 50-51=-313/238, 51-52=-313/238, 18-52=-313/238, 18-53=-877/359, 17-53=-877/359, 17-54=-877/359, 16-54=-877/359, 16-55=-313/238, 55-56=-313/238, 56-57=-313/238, 15-57=-313/238, 15-58=-174/1003, 58-59=-174/1003, 59-60=-174/1003, 14-60=-174/1003, 14-61=-83/142, 13-61=-83/142, 1-62=-188/236, 22-62=-188/236, 12-63=-188/236, 11-63=-188/236 WEBS 3-20=-299/124, 4-20=-157/236, 8-14=-157/236, 9-14=-299/117, 2-20=-94/906, 10-14=-109/906, 6-18=-1151/176, 6-16=-1151/166, 7-16=-1967/478, 5-18=-1967/478, 5-19=-174/1079, 7-15=-175/1079, 4-19=-937/295, 8-15=-937/296 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 4-9-7, Interior (1) 4-9-7 to 5-11-0, Exterior (2) 5-11-0 to 11-8-7, Interior (1) 11-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 51-11-8, Exterior (2) 51-11-8 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 Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548606A24Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:10 Page: 1 ID:ZEy8qf733BdJEb62TaKcBHz7zN?-WWxQkh2yjXTkatRHqG18rePZCxELLoOlFigxX2yFzJy Continued on page 2 November 24,2020 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 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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 236 lb uplift at joint 21, 253 lb uplift at joint 13, 489 lb uplift at joint 18 and 472 lb uplift at joint 16. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548606A24Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:10 Page: 2 ID:ZEy8qf733BdJEb62TaKcBHz7zN?-WWxQkh2yjXTkatRHqG18rePZCxELLoOlFigxX2yFzJy 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 =5x6 =3x4 =3x4 =4x12 =4x8 =5x6 =7x10 =7x10 =MT20HS 8x12 =4x5 =7x10 =5x6 =4x5 =MT20HS 8x12 =7x10 =7x10 =5x6 =4x8 =4x12 =3x4 =3x4 =5x6 50 51 52 21 43 20 44 19 45 46 47 18 48 17 49 16 15 53 14 54 13 1 55 22 12 56 11 23 42102 4124843926402593 3827 372875 29 3630353431 33326 4-11-0 4-11-0 4-11-0 59 -10-8 6-9-14 11-8-14 6-9-14 54-11-8 9-0-0 48-1-10 9-0-0 20-8-14 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59-10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33-0-3 3-9-4 58-10-8 3-9-4 4-9-4 9-8-8 42 -10 -8 9-8-8 26 -8-8 12-2-12 55-1-4 12-2-12 17 -0-012-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-31-9-124-8-150-1-104-10-97-7-012-5-9Scale = 1:103.9 Plate Offsets (X, Y):[5:0-5-12,0-5-4], [7:0-5-12,0-5-4], [11:Edge,0-2-10], [15:0-5-0,0-4-8], [19:0-5-0,0-4-8] 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 0.77 Vert(LL)-0.22 19-20 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.32 19-20 >963 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.02 13 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 19-20 >999 240 BCDL 9.0 Weight: 408 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,9-11,1-2,11-10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-22,12-11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 20-4,14-8,6-18,6-16,7-16,5-18,5-19,7-15:2x4 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 8-9, 2-22, 10-12. Except: 4-11-0 oc bracing: 21-22, 12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,14-15. WEBS 1 Row at midpt 4-20, 8-14, 6-18, 6-16, 7-16, 5-18 REACTIONS (size)13=0-5-8, 16=0-5-8, 18=0-5-8, 21=0-5-8 Max Horiz 21=-112 (LC 19) Max Uplift 13=-243 (LC 15), 16=-490 (LC 15), 18=-508 (LC 14), 21=-225 (LC 14) Max Grav 13=1235 (LC 38), 16=2914 (LC 38), 18=2914 (LC 38), 21=1235 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-37/290, 2-23=-24/297, 2-24=-875/169, 3-24=-769/174, 3-25=-766/192, 25-26=-766/192, 4-26=-768/192, 4-27=-667/150, 27-28=-411/157, 5-28=-392/224, 5-29=-120/1208, 29-30=-109/1353, 30-31=-105/1417, 31-32=-103/1643, 6-32=-90/1664, 6-33=-71/1664, 33-34=-84/1643, 34-35=-86/1417, 35-36=-89/1353, 7-36=-101/1208, 7-37=-392/224, 37-38=-411/157, 8-38=-667/150, 8-39=-768/196, 39-40=-766/197, 9-40=-766/197, 9-41=-769/182, 10-41=-875/176, 10-42=-24/297, 11-42=-37/290, 21-22=-1242/277, 2-22=-1244/260, 12-13=-1242/246, 10-12=-1244/236 BOT CHORD 21-43=-152/134, 20-43=-152/134, 20-44=-312/1188, 19-44=-312/1188, 19-45=-365/229, 45-46=-365/229, 46-47=-365/229, 18-47=-365/229, 18-48=-1045/376, 17-48=-1045/376, 17-49=-1045/376, 16-49=-1045/376, 16-50=-365/192, 50-51=-365/192, 51-52=-365/192, 15-52=-365/192, 15-53=-244/1188, 14-53=-244/1188, 14-54=-96/47, 13-54=-96/47, 1-55=-201/83, 22-55=-201/83, 12-56=-201/83, 11-56=-201/83 WEBS 3-20=-315/111, 4-20=-498/107, 8-14=-498/142, 9-14=-315/108, 2-20=-114/973, 10-14=-123/973, 6-18=-1155/187, 6-16=-1155/168, 7-16=-2084/485, 5-18=-2084/485, 5-19=-128/931, 7-15=-128/931, 4-19=-1000/341, 8-15=-1000/342 NOTES 1)Wind: ASCE 7-10; 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 (2) -1-0-0 to 9-8-7, Interior (1) 9-8-7 to 28-11-4, Exterior (2) 28-11-4 to 34-8-11, Interior (1) 34-8-11 to 53-11-8, Exterior (2) 53-11-8 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548607A25Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:12 Page: 1 ID:1JHW5B5tGTP_1l112OC_Lyz7zGa-Su3A9N3DF8jSpBbgxh3cw3UyllvXpgn2j092bxyFzJw Continued on page 2 November 24,2020 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 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 225 lb uplift at joint 21, 243 lb uplift at joint 13, 508 lb uplift at joint 18 and 490 lb uplift at joint 16. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548607A25Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:12 Page: 2 ID:1JHW5B5tGTP_1l112OC_Lyz7zGa-Su3A9N3DF8jSpBbgxh3cw3UyllvXpgn2j092bxyFzJw 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 =5x6 =3x6 =3x4 =4x5 =7x10 =5x6 =4x8 =4x5 =7x10 =MT20HS 8x12 =4x5 =7x10 =5x6 =4x5 =MT20HS 8x12 =7x10 =4x5 =4x8 =5x6 =7x10 =4x5 =3x6 =3x4 =5x6 23 45 46 22 47 21 48 49 50 20 51 19 52 18 53 54 55 17 56 16 57 58 15 1 59 24 14 60 134425122432610441284227113402995 39303831 863732 3633 3534 7 3-0-0 50 -1-10 3-0-0 12 -8-14 2-11-0 59 -10 -8 2-11-0 2-11-0 6-9-14 9-8-14 6-9-14 56-11-8 8-0-0 20-8-14 8-0-0 47-1-10 9-2-6 29-11-4 9-2-6 39-1-10 0-1-13 33-2-0 0-1-13 26-10-5 1-0-0 59 -10 -8 1-0-0 1-0-0 3-0-15 29-11-4 3-0-15 33 -0-3 7-1-6 49-11-14 7-1-6 17-0-0 8-10 -10 58-10-8 8-10-10 9-10-10 9-8-8 42 -10 -8 9-8-8 26 -8-812-5-90-10-02-0-00-1-102-0-00-6-32-6-30-5-02-11-30-11-123-10-150-1-104-0-98-5-012-5-9Scale = 1:105 Plate Offsets (X, Y):[3:0-5-4,0-1-12], [4:0-2-4,0-3-0], [6:0-6-0,0-5-0], [8:0-6-0,0-5-0], [10:0-2-4,0-3-0], [11:0-5-4,0-1-12], [13:Edge,0-2-10], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8] 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 0.79 Vert(LL)-0.12 20-21 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.17 20-21 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.01 20 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.09 15-16 >999 240 BCDL 9.0 Weight: 419 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-3,11-13,1-2,13-12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-24,14-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 22-3,16-11,7-20,7-18,8-18,6-20,6-21,8-17:2x 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, 2-24, 12-14. Except: 6-0-0 oc bracing: 23-24, 14-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 7-18, 8-18, 6-20 REACTIONS (size)15=0-5-8, 18=0-5-8, 20=0-5-8, 23=0-5-8 Max Horiz 23=112 (LC 101) Max Uplift 15=-449 (LC 11), 18=-546 (LC 11), 20=-559 (LC 10), 23=-436 (LC 10) Max Grav 15=1105 (LC 17), 18=2961 (LC 34), 20=2961 (LC 34), 23=1104 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-27/279, 2-25=-23/286, 2-26=-81/81, 3-26=-61/86, 3-27=-1348/319, 27-28=-1349/319, 4-28=-1351/319, 4-29=-1475/351, 5-29=-1385/356, 5-30=-472/294, 30-31=-347/296, 6-31=-225/360, 6-32=-191/1495, 32-33=-176/1704, 33-34=-174/1720, 7-34=-169/1907, 7-35=-132/1907, 35-36=-137/1720, 36-37=-139/1704, 8-37=-154/1495, 8-38=-225/360, 38-39=-347/296, 9-39=-472/294, 9-40=-1385/397, 10-40=-1475/392, 10-41=-1351/357, 41-42=-1349/357, 11-42=-1348/358, 11-43=-61/86, 12-43=-81/82, 12-44=-23/286, 13-44=-27/279, 23-24=-341/71, 2-24=-304/69, 14-15=-341/71, 12-14=-304/70 BOT CHORD 23-45=-247/470, 45-46=-247/470, 22-46=-247/470, 22-47=-266/926, 21-47=-266/926, 21-48=-525/286, 48-49=-525/286, 49-50=-525/286, 20-50=-525/286, 20-51=-1288/387, 19-51=-1288/387, 19-52=-1288/387, 18-52=-1288/387, 18-53=-524/208, 53-54=-524/208, 54-55=-524/208, 17-55=-524/208, 17-56=-190/926, 16-56=-190/926, 16-57=-143/470, 57-58=-143/470, 15-58=-143/470, 1-59=-177/36, 24-59=-177/36, 14-60=-177/36, 13-60=-177/36 WEBS 3-22=-163/1020, 4-22=-1072/278, 10-16=-1072/294, 11-16=-197/1020, 3-23=-1055/219, 11-15=-1055/236, 7-20=-1184/226, 7-18=-1184/213, 8-18=-2093/504, 6-20=-2093/504, 6-21=-188/1088, 8-17=-189/1088, 5-21=-1148/362, 9-17=-1148/364, 5-22=-233/1028, 9-16=-236/1028 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548608A26Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:14 Page: 1 ID:N8sPB56BXzi6KXFos29JgTz7zA5-OHAwa35Tnl_A2Vl236640UZHwZbDHaKLAKe9gpyFzJu Continued on page 2 November 24,2020 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 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift at joint 23, 449 lb uplift at joint 15, 559 lb uplift at joint 20 and 546 lb uplift at joint 18. 10)This truss is designed in accordance with the 2015 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) 57 lb down and 29 lb up at 1-11-0, and 59 lb down and 30 lb up at 55-11-8 on top chord, and 19 lb down and 256 lb up at 1-11-0, and 20 lb down and 255 lb up at 55-10-12 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, 15-23=-18, 1-24=-18, 13-14=-18 Concentrated Loads (lb) Vert: 45=4 (B), 58=4 (B) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548608A26Roof Special 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:14 Page: 2 ID:N8sPB56BXzi6KXFos29JgTz7zA5-OHAwa35Tnl_A2Vl236640UZHwZbDHaKLAKe9gpyFzJu 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 =5x8 =5x8 =5x6 =6x8 =8x12 =7x10 =6x8 =7x10 =8x12 =6x8 =5x6 =5x8 =5x8 43 44 45 1 29 18 30 31 32 17 33 34 35 3616 37 15 38 1439 40 41 42 13 12 11 46 102 24 254202156 7 26 27 82223 2819 93 4-0-0 47-10-0 4-0-1 12-0-1 7-11-0 27-11-0 7-11-0 35 -10 -0 8-0-0 20 -0-0 8-0-1 43-10 -0 8-0-0 8-0-0 8-0-0 55 -10 -0 1-0-0 55-10 -0 1-0-0 1-0-0 6-5-8 31-1-12 6-10-4 54-10-0 6-10-4 7-10-4 8-1-12 16-0-0 8-1-12 47 -11-12 8-8-4 39-10-0 8-8-4 24-8-44-2-00-10-00-1-104-0-64-0-60-1-104-2-0Scale = 1:93.9 Plate Offsets (X, Y):[1:0-3-2,0-2-8], [1:Edge,0-4-2], [5:0-5-0,0-4-8], [7:0-5-0,0-4-8], [11:0-3-2,0-2-8], [11:Edge,0-4-2], [12:0-3-8,0-4-4], [13:0-6-0,0-6-0], [17:0-6-0,0-6-0], [18:0-3-8,0-4-4] 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 0.43 Vert(LL)-0.14 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.18 12-13 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.05 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.06 17-18 >999 240 BCDL 9.0 Weight: 742 lb FT = 20% LUMBER TOP CHORD 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 SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-9-15, Right 2x6 DF SS or 1800F 1.6E -- 3-9-15 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-16, 7-14 REACTIONS (size)1=0-5-8, 11=0-5-8, 14=0-5-8, 16=0-5-8 Max Horiz 1=62 (LC 10) Max Uplift 1=-619 (LC 10), 11=-613 (LC 11), 14=-1278 (LC 11), 16=-1353 (LC 10) Max Grav 1=2640 (LC 28), 11=2644 (LC 28), 14=6058 (LC 27), 16=6031 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5345/1278, 2-3=-5275/1294, 3-19=-4721/1216, 4-19=-4728/1216, 4-20=-4056/971, 20-21=-4056/971, 5-21=-4056/971, 5-22=-848/4312, 22-23=-848/4312, 6-23=-848/4312, 6-24=-829/4318, 24-25=-829/4318, 7-25=-829/4318, 7-26=-4076/944, 26-27=-4076/944, 8-27=-4076/944, 8-28=-4737/1203, 9-28=-4730/1203, 9-10=-5286/1280, 10-11=-5355/1265 BOT CHORD 1-29=-1149/4802, 18-29=-1149/4802, 18-30=-1138/5016, 30-31=-1138/5016, 31-32=-1138/5016, 17-32=-1138/5016, 17-33=-234/924, 33-34=-234/924, 34-35=-234/924, 35-36=-234/924, 16-36=-234/924, 16-37=-3886/816, 15-37=-3886/816, 15-38=-3886/816, 14-38=-3886/816, 14-39=-181/933, 39-40=-181/933, 40-41=-181/933, 41-42=-181/933, 13-42=-181/933, 13-43=-1057/5031, 43-44=-1057/5031, 44-45=-1057/5031, 12-45=-1057/5031, 12-46=-1074/4812, 11-46=-1074/4812 WEBS 3-18=-402/1996, 9-12=-391/2001, 4-18=-513/486, 4-17=-1276/330, 5-17=-871/4161, 5-16=-6535/1416, 6-16=-627/230, 6-14=-638/213, 7-14=-6554/1365, 7-13=-824/4175, 8-13=-1269/340, 8-12=-531/479 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 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 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 4x5 MT20 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 1353 lb uplift at joint 16, 1278 lb uplift at joint 14, 619 lb uplift at joint 1 and 613 lb uplift at joint 11. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548609B1Hip Girder 1 220-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:17 Page: 1 ID:AShcX7qJ3HI2z8_KUwmpBEyGIIc-pss3C47L3gMlvyUdkEfnd6BunmdiUwtnsIspH8yFzJr Continued on page 2 November 24,2020 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)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) 1116 lb down and 348 lb up at 8-0-0, 397 lb down and 99 lb up at 10-0-12, 397 lb down and 99 lb up at 12-0-12, 393 lb down and 109 lb up at 14-0-12, 393 lb down and 109 lb up at 16-0-12, 393 lb down and 109 lb up at 18-0-12, 393 lb down and 109 lb up at 20-0-12, 393 lb down and 109 lb up at 22-0-12, 393 lb down and 109 lb up at 24-0-12, 393 lb down and 109 lb up at 26-0-12, 393 lb down and 109 lb up at 27-11-0, 393 lb down and 109 lb up at 29-9-4, 393 lb down and 109 lb up at 31-9-4, 397 lb down and 99 lb up at 33-9-4, 397 lb down and 99 lb up at 35-9-4, 397 lb down and 99 lb up at 37-9-4, 397 lb down and 99 lb up at 39-9-4, 397 lb down and 99 lb up at 41-9-4, 397 lb down and 99 lb up at 43-9-4, and 397 lb down and 99 lb up at 45-9-4, and 1116 lb down and 348 lb up at 47-9-4 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: 1-3=-88, 3-9=-88, 9-11=-88, 1-11=-18 Concentrated Loads (lb) Vert: 13=-397 (F), 18=-1116 (F), 12=-1116 (F), 17=-393 (F), 15=-393 (F), 30=-397 (F), 31=-397 (F), 32=-393 (F), 33=-393 (F), 34=-393 (F), 35=-393 (F), 36=-393 (F), 37=-393 (F), 38=-393 (F), 39=-393 (F), 40=-397 (F), 41=-397 (F), 42=-397 (F), 43=-397 (F), 44=-397 (F), 45=-397 (F) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548609B1Hip Girder 1 220-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:17 Page: 2 ID:AShcX7qJ3HI2z8_KUwmpBEyGIIc-pss3C47L3gMlvyUdkEfnd6BunmdiUwtnsIspH8yFzJr 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 =5x6 =5x6 =2x4 =7x10 =7x10 =MT20HS 8x12 =5x6 =MT20HS 8x12 =7x10 =7x10 =2x4 =5x6 =5x6 1 35 18 36 17 16 15 14 38 13 12 40 11 37 39 3419210 20 333932215252662728729243023312284 2-6-0 48-4-0 2-6-0 10 -0-0 7-11-0 27-11-0 7-11-0 35-10-0 7-6-0 7-6-0 7-6-0 55-10-0 10 -0-0 20 -0-0 10-0-0 45 -10-0 1-0-0 55-10-0 1-0-0 1-0-0 6-5-8 31-1-12 6-6-0 7-6-0 6-6-0 54-10-0 8-6-0 16-0-0 8-6-0 48-4-0 8-8-4 39-10-0 8-8-4 24-8-45-0-00-10-00-1-104-10-64-10-60-1-105-0-0Scale = 1:94.1 Plate Offsets (X, Y):[1:0-6-15,0-2-0], [1:Edge,0-2-12], [5:0-6-0,0-5-4], [7:0-6-0,0-5-4], [11:0-6-15,0-2-0], [11:Edge,0-2-12], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.77 Vert(LL)-0.10 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.14 12-13 >999 240 MT20HS 165/146 TCDL 9.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.05 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 17-18 >999 240 BCDL 9.0 Weight: 350 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 Stud/Std *Except* 4-17,8-13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-9-14, Right 2x8 DF 1950F 1.7E or SS -- 3-9-14 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except 2-0-0 oc purlins (5-11-3 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-16, 7-14 REACTIONS (size)1=0-5-8, 11=0-5-8, 14=0-5-8, 16=0-5-8 Max Horiz 1=78 (LC 14) Max Uplift 1=-257 (LC 14), 11=-265 (LC 15), 14=-440 (LC 15), 16=-448 (LC 14) Max Grav 1=1385 (LC 32), 11=1385 (LC 32), 14=2551 (LC 31), 16=2551 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-2141/406, 2-19=-2011/409, 2-20=-1912/414, 3-20=-1832/425, 3-21=-1992/494, 4-21=-1925/501, 4-22=-1110/277, 22-23=-1111/277, 23-24=-1112/277, 5-24=-1115/277, 5-25=-142/1372, 25-26=-142/1372, 6-26=-142/1372, 6-27=-138/1372, 27-28=-138/1372, 7-28=-138/1372, 7-29=-1115/306, 29-30=-1112/307, 30-31=-1111/307, 8-31=-1110/307, 8-32=-1925/512, 9-32=-1992/505, 9-33=-1832/444, 10-33=-1912/433, 10-34=-2011/428, 11-34=-2141/425 BOT CHORD 1-35=-375/1765, 18-35=-375/1765, 18-36=-320/1532, 17-36=-320/1532, 17-37=-145/687, 16-37=-145/687, 15-16=-1023/224, 14-15=-1023/224, 14-38=-105/687, 13-38=-105/687, 13-39=-261/1532, 12-39=-261/1532, 12-40=-314/1765, 11-40=-314/1765 WEBS 4-18=-155/960, 8-12=-154/960, 3-18=-678/234, 9-12=-678/233, 4-17=-707/189, 5-17=-49/782, 5-16=-2826/532, 6-16=-590/177, 6-14=-590/177, 7-14=-2826/520, 7-13=-47/782, 8-13=-707/187 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-2-12 to 5-9-12, Interior (1) 5-9-12 to 10-0-0, Exterior (2) 10-0-0 to 17-10-12, Interior (1) 17-10-12 to 45-10-0, Exterior (2) 45-10-0 to 53-8-12, Interior (1) 53-8-12 to 55-7-4 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 16, 440 lb uplift at joint 14, 257 lb uplift at joint 1 and 265 lb uplift at joint 11. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548610B2Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:19 Page: 1 ID:affBfuisUwWRDvEi8QnJSRyGIWz-lE_pdm9cbIcS9Gd0rfhFjXH8saKAyt44KcLwL1yFzJp Continued on page 2 November 24,2020 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)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 APTS BLDG A R64548610B2Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:19 Page: 2 ID:affBfuisUwWRDvEi8QnJSRyGIWz-lE_pdm9cbIcS9Gd0rfhFjXH8saKAyt44KcLwL1yFzJp 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 =5x6 =5x6 =2x4 =6x8 =7x10 =5x6 =7x10 =7x10 =6x8 =2x4 =5x6 =5x6 1 33 18 34 17 35 16 15 14 36 13 37 12 38 11 2 103219203139 21 30 5 25 6 26 72427232822 294 8 4-6-0 48-4-0 4-6-0 12-0-0 7-6-14 27 -11-0 7-6-14 35-5-14 7-6-0 7-6-0 7-6-0 55 -10-0 8-4-2 20-4-2 8-4-2 43 -10-0 1-0-0 55-10 -0 1-0-0 1-0-0 6-5-8 31-1-12 6-6-0 54 -10 -0 6-6-0 7-6-0 8-6-0 16 -0-0 8-6-0 48 -4-0 8-8-4 39-10-0 8-8-4 24 -8-45-10-00-10-00-1-105-8-65-8-60-1-105-10-0Scale = 1:94.3 Plate Offsets (X, Y):[1:0-6-15,0-2-0], [1:Edge,0-2-12], [6:0-5-0,0-4-8], [11:0-6-15,0-2-0], [11:Edge,0-2-12], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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)-0.10 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.14 12-13 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.04 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 17-18 >999 240 BCDL 9.0 Weight: 358 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 Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-9-14, Right 2x8 DF 1950F 1.7E or SS -- 3-9-14 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-14 REACTIONS (size)1=0-5-8, 11=0-5-8, 14=0-5-8, 16=0-5-8 Max Horiz 1=92 (LC 14) Max Uplift 1=-253 (LC 14), 11=-265 (LC 15), 14=-433 (LC 15), 16=-445 (LC 14) Max Grav 1=1459 (LC 32), 11=1459 (LC 32), 14=2463 (LC 31), 16=2463 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2316/404, 2-19=-2107/409, 19-20=-2091/409, 3-20=-2014/420, 3-21=-2220/506, 4-21=-2081/519, 4-22=-846/262, 22-23=-847/262, 23-24=-851/261, 5-24=-851/261, 5-25=-102/1093, 6-25=-102/1093, 6-26=-85/1093, 7-26=-85/1093, 7-27=-851/297, 27-28=-851/297, 28-29=-847/297, 8-29=-846/297, 8-30=-2081/545, 9-30=-2220/532, 9-31=-2014/447, 31-32=-2091/436, 10-32=-2107/436, 10-11=-2315/431 BOT CHORD 1-33=-385/1930, 18-33=-385/1930, 18-34=-251/1135, 17-34=-251/1135, 17-35=-79/409, 16-35=-79/409, 15-16=-822/222, 14-15=-822/222, 14-36=-32/409, 13-36=-32/409, 13-37=-185/1135, 12-37=-185/1135, 12-38=-317/1930, 11-38=-317/1930 WEBS 4-18=-226/1266, 4-17=-763/192, 5-17=-101/1000, 5-16=-2354/473, 6-16=-603/165, 6-14=-603/165, 7-14=-2354/458, 7-13=-100/1000, 8-13=-763/191, 8-12=-226/1266, 3-18=-813/239, 9-12=-813/239 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-2-12 to 5-9-12, Interior (1) 5-9-12 to 12-0-0, Exterior (2) 12-0-0 to 19-10-12, Interior (1) 19-10-12 to 43-10-0, Exterior (2) 43-10-0 to 51-8-12, Interior (1) 51-8-12 to 55-7-4 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 16, 433 lb uplift at joint 14, 253 lb uplift at joint 1 and 265 lb uplift at joint 11. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548611B3Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:20 Page: 1 ID:ZOGfAx6te3M8qw9egIcBlvyGInE-DRXBq6AEMbkJmQCCPMDUFlpMWzfahLnDZG5TuTyFzJo November 24,2020 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 =2x4 =6x8 =7x10 =5x6 =7x10 =7x10 =6x8 =2x4 =4x8 1 31 18 32 33 17 34 35 36 16 37 15 38 14 39 40 41 13 42 43 12 44 11 102 19 30 93 2920 5 2223 24 6 25 2627 7 2821 84 5-6-0 46-4-0 5-6-0 13-0-0 6-4-2 19-4-2 6-4-3 40-10-0 7-6-14 34-5-14 7-6-14 26-11-0 7-6-0 7-6-0 7-6-0 53-10 -0 0-2-12 30-4-8 6-5-8 30-1-12 7-6-0 15-0-0 7-6-0 46 -4-0 7-6-0 53-10 -0 7-6-0 7-6-0 8-5-8 38-10-0 8-8-4 23-8-46-8-01-3-00-1-106-6-66-6-60-1-106-8-0Scale = 1:91.8 Plate Offsets (X, Y):[6:0-5-0,0-4-8], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.47 Vert(LL)-0.09 16-17 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.12 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.03 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 17-18 >999 240 BCDL 9.0 Weight: 355 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 Stud/Std *Except* 4-18,17-5,16-5,14-7,13-7,8-12:2x4 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 -- 4-1-3, Right 2x6 DF SS or 1800F 1.6E -- 4-1-3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-14 REACTIONS (size)1= Mechanical, 11= Mechanical, 14=0-5-8, 16=0-5-8 Max Horiz 1=-107 (LC 19) Max Uplift 1=-251 (LC 14), 11=-266 (LC 15), 14=-397 (LC 15), 16=-413 (LC 14) Max Grav 1=1482 (LC 32), 11=1482 (LC 32), 14=2302 (LC 31), 16=2302 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2208/375, 2-19=-1928/383, 3-19=-1887/394, 3-20=-2090/491, 4-20=-1921/507, 4-21=-709/280, 5-21=-711/279, 5-22=-29/850, 22-23=-29/850, 23-24=-29/850, 6-24=-29/850, 6-25=-15/850, 25-26=-15/850, 26-27=-15/850, 7-27=-15/850, 7-28=-711/317, 8-28=-709/318, 8-29=-1921/537, 9-29=-2090/521, 9-30=-1887/426, 10-30=-1928/416, 10-11=-2206/406 BOT CHORD 1-31=-359/1780, 18-31=-359/1780, 18-32=-190/930, 32-33=-190/930, 17-33=-190/930, 17-34=-73/296, 34-35=-73/296, 35-36=-73/296, 16-36=-73/296, 16-37=-713/175, 15-37=-713/175, 15-38=-713/175, 14-38=-713/175, 14-39=-40/295, 39-40=-40/295, 40-41=-40/295, 13-41=-40/295, 13-42=-115/930, 42-43=-115/930, 12-43=-115/930, 12-44=-280/1780, 11-44=-280/1780 WEBS 3-18=-848/250, 4-18=-253/1320, 4-17=-767/175, 5-17=-119/1085, 5-16=-1969/418, 6-16=-638/152, 6-14=-638/152, 7-14=-1968/399, 7-13=-118/1085, 8-13=-767/174, 8-12=-248/1320, 9-12=-848/250 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 13-0-0, Exterior (2) 13-0-0 to 20-7-6, Interior (1) 20-7-6 to 40-10-0, Exterior (2) 40-10-0 to 48-5-6, Interior (1) 48-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 1, 266 lb uplift at joint 11, 413 lb uplift at joint 16 and 397 lb uplift at joint 14. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548612B4Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:20 Page: 1 ID:OF04C_ryLWWT5cKf_COKO5yGJ_U-hd5a2SAs7vsAOZnOz4kjoyMZAN?1QqnNnwq1QvyFzJn November 24,2020 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 =4x5 =4x5 =2x4 =7x10 =5x6 =7x10 =4x5 =4x5 =7x10 =5x6 =4x5 =4x5 =7x10 =5x6 =7x10 =2x4 =4x5 =4x5 =4x8383940 1 31 18 32 17 33 34 35 16 36 15 37 14 13 41 12 42 11 102 3019 93 2920 5 222324 6 252627 7 2821 84 4-4-2 38 -10-0 4-4-3 19-4-3 7-6-13 26 -11-0 7-6-14 34-5-14 7-6-0 7-6-0 7-6-0 46 -4-0 7-6-0 15-0-0 7-6-0 53-10-0 0-2-12 30-4-8 6-5-8 30-1-12 7-6-0 46 -4-0 7-6-0 15-0-0 7-6-0 53-10-0 7-6-0 7-6-0 8-5-8 38-10-0 8-8-4 23 -8-47-6-01-3-00-1-107-4-67-4-60-1-107-6-0Scale = 1:91.9 Plate Offsets (X, Y):[3:0-5-0,0-4-8], [6:0-5-0,0-4-12], [9:0-5-0,0-4-8], [13:0-4-12,0-4-8], [17:0-4-12,0-4-8] 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 0.49 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.12 13-14 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.04 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 17-18 >999 240 BCDL 9.0 Weight: 363 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* 3-18,17-4,13-8,9-12:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 4-1-3, Right 2x6 DF SS or 1800F 1.6E -- 4-1-3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 9-13, 5-16, 7-14 REACTIONS (size)1= Mechanical, 11= Mechanical, 14=0-5-8, 16=0-5-8 Max Horiz 1=122 (LC 14) Max Uplift 1=-238 (LC 14), 11=-256 (LC 15), 14=-414 (LC 15), 16=-432 (LC 14) Max Grav 1=1480 (LC 32), 11=1480 (LC 32), 14=2170 (LC 31), 16=2170 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2249/358, 2-19=-1993/368, 3-19=-1875/380, 3-20=-936/230, 4-20=-723/242, 4-21=-668/268, 5-21=-670/268, 5-22=-37/1006, 22-23=-37/1006, 23-24=-37/1006, 6-24=-37/1006, 6-25=-19/1006, 25-26=-19/1006, 26-27=-19/1006, 7-27=-19/1006, 7-28=-670/307, 8-28=-668/307, 8-29=-723/284, 9-29=-936/272, 9-30=-1874/418, 10-30=-1993/406, 10-11=-2247/396 BOT CHORD 1-31=-363/1840, 18-31=-363/1840, 18-32=-364/1838, 17-32=-364/1838, 17-33=-153/233, 33-34=-153/233, 34-35=-153/233, 16-35=-153/233, 16-36=-927/213, 15-36=-927/213, 15-37=-927/213, 14-37=-927/213, 14-38=-152/180, 38-39=-152/180, 39-40=-152/180, 13-40=-152/180, 13-41=-277/1838, 12-41=-277/1838, 12-42=-276/1840, 11-42=-276/1840 WEBS 3-18=0/377, 3-17=-1400/291, 4-17=-368/97, 8-13=-368/97, 9-13=-1400/286, 9-12=0/377, 5-16=-1702/408, 5-17=-175/1388, 6-16=-653/162, 6-14=-653/162, 7-14=-1702/387, 7-13=-175/1388 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 15-0-0, Exterior (2) 15-0-0 to 22-7-6, Interior (1) 22-7-6 to 38-10-0, Exterior (2) 38-10-0 to 46-3-5, Interior (1) 46-3-5 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 238 lb uplift at joint 1, 256 lb uplift at joint 11, 432 lb uplift at joint 16 and 414 lb uplift at joint 14. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548613B5Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:21 Page: 1 ID:RpvvBbCDP8TDLOQKu6ZpAXyGJ72-9pfyFoBUuC_10jMbXnFyKAukUnLJ9IhW0aaayMyFzJm November 24,2020 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 =4x5 =4x5 =2x4 =4x5 =7x10 =7x10 =6x8 =4x5 =7x10 =5x6 =4x8 =2x4 =6x8 =7x10 =7x10 =4x5 =2x4 =4x5 =4x5 =4x8 1 34 19 35 36 18 17 16 15 4041 42 14 43 44 13 45 12 37 3839 3320211 3221310 3122 4 9 23 30 5 24 6 25 2627 28 7 29 8 4-1-0 40-11-0 4-1-0 17-0-0 5-11-0 5-11-0 6-3-12 30-1-12 6-8-4 36 -10-0 5-11-0 53-10-0 6-10-0 23-10-0 7-0-0 12-11-0 7-0-0 47-11-0 0-2-12 30-4-8 6-5-8 30-1-12 7-4-0 53 -10-0 7-4-0 7-4-0 7-9-12 15 -1-13 7-9-13 46-6-0 8-3-11 38 -8-3 8-6-7 23-8-48-4-01-3-00-1-108-2-68-2-60-1-108-4-0Scale = 1:92.1 Plate Offsets (X, Y):[4:0-5-0,0-4-8], [6:0-5-0,0-4-8], [9:0-5-0,0-4-8], [14:0-5-0,0-4-8], [18:0-5-0,0-4-8] 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 0.38 Vert(LL)-0.09 14-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.12 17-18 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.03 12 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 18-19 >999 240 BCDL 9.0 Weight: 376 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* 3-19,4-18,13-10,9-14:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 5-17 REACTIONS (size)1= Mechanical, 12= Mechanical, 15=0-5-8, 17=0-5-8 Max Horiz 1=-136 (LC 19) Max Uplift 1=-221 (LC 14), 12=-230 (LC 15), 15=-493 (LC 15), 17=-408 (LC 14) Max Grav 1=1435 (LC 32), 12=1418 (LC 32), 15=2297 (LC 31), 17=1926 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-2259/350, 2-20=-2095/352, 2-21=-2101/368, 3-21=-1941/369, 3-22=-1911/370, 4-22=-1721/381, 4-23=-796/252, 5-23=-653/264, 5-24=-24/1216, 6-24=-24/1216, 6-25=-39/1266, 25-26=-39/1266, 26-27=-39/1266, 27-28=-39/1266, 7-28=-39/1266, 7-29=-39/1266, 8-29=-39/1266, 8-30=-614/273, 9-30=-757/262, 9-31=-1688/400, 10-31=-1877/388, 10-32=-1907/388, 11-32=-2067/386, 11-33=-2062/370, 12-33=-2225/367 BOT CHORD 1-34=-382/1863, 19-34=-382/1863, 19-35=-174/1013, 35-36=-174/1013, 18-36=-174/1013, 18-37=-108/353, 37-38=-108/353, 38-39=-108/353, 17-39=-108/353, 16-17=-1212/274, 15-16=-1212/274, 15-40=-145/237, 40-41=-145/237, 41-42=-145/237, 14-42=-145/237, 14-43=-56/977, 43-44=-56/977, 13-44=-56/977, 13-45=-261/1833, 12-45=-261/1833 WEBS 3-19=-682/217, 4-19=-172/985, 4-18=-1299/291, 9-13=-169/992, 10-13=-687/214, 9-14=-1302/290, 6-17=-780/206, 7-15=-1005/222, 6-15=-386/197, 8-15=-2018/338, 5-17=-1999/347, 5-18=-211/1424, 8-14=-210/1427 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 17-0-0, Exterior (2) 17-0-0 to 24-7-6, Interior (1) 24-7-6 to 36-10-0, Exterior (2) 36-10-0 to 44-5-6, Interior (1) 44-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 221 lb uplift at joint 1, 230 lb uplift at joint 12, 408 lb uplift at joint 17 and 493 lb uplift at joint 15. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548614B6Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:22 Page: 1 ID:GnqvUFs5nSXUVRmhfdTXmkyGJdn-d0DKT8C6fW6uetxn4VmBtNRwwBhhudyfFEJ7UoyFzJl November 24,2020 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 =2x4 =7x10 =7x10 =6x8 =5x6 =6x8 =7x10 =7x10 =2x4 =4x8 1 37 18 38 39 17 16 43 15 44 14 45 46 47 13 48 49 12 50 11 40 41 42 36192103520342139 22 33 23 3248 24 31 6272826 2925 305 7 0-2-2 41-1-2 5-11-0 5-11-0 5-11-0 53-10-0 6-1-0 40-11-0 6-1-0 19-0-0 7-0-0 12-11-0 6-9-14 47-11-0 7-11-0 26 -11-0 7-11-0 34-10-0 0-2-12 30 -4-8 6-5-8 30-1-12 7-4-0 53-10-0 7-4-0 7-4-0 7-8-0 15-0-0 7-8-0 46-6-0 8-5-8 38-10 -0 8-8-4 23-8-49-2-01-3-00-1-109-0-69-0-60-1-109-2-0Scale = 1:92.3 Plate Offsets (X, Y):[4:0-5-0,0-4-8], [8:0-5-0,0-4-8], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.61 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.12 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.73 Horz(CT)0.02 11 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 17-18 >999 240 BCDL 9.0 Weight: 371 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* 3-18,4-17,12-9,8-13:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 6-14, 7-14, 4-17, 8-13 REACTIONS (size)1= Mechanical, 11= Mechanical, 14=0-5-8, 16=0-5-8 Max Horiz 1=-151 (LC 15) Max Uplift 1=-209 (LC 14), 11=-236 (LC 15), 14=-436 (LC 15), 16=-463 (LC 14) Max Grav 1=1315 (LC 32), 11=1315 (LC 32), 14=2246 (LC 36), 16=2246 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-2114/322, 2-19=-1950/323, 2-20=-1956/338, 20-21=-1824/341, 3-21=-1787/342, 3-22=-1761/342, 22-23=-1577/343, 4-23=-1430/354, 4-24=-749/236, 5-24=-561/246, 5-25=-51/1375, 25-26=-51/1374, 26-27=-51/1373, 6-27=-51/1372, 6-28=-10/1372, 28-29=-10/1373, 29-30=-10/1374, 7-30=-9/1375, 7-31=-561/300, 8-31=-749/282, 8-32=-1430/409, 32-33=-1578/397, 9-33=-1762/397, 9-34=-1787/396, 34-35=-1822/395, 10-35=-1956/392, 10-36=-1950/376, 11-36=-2114/376 BOT CHORD 1-37=-372/1738, 18-37=-372/1738, 18-38=-166/952, 38-39=-166/952, 17-39=-166/952, 17-40=-354/235, 40-41=-354/235, 41-42=-354/235, 16-42=-354/235, 16-43=-1314/266, 15-43=-1314/266, 15-44=-1314/266, 14-44=-1314/266, 14-45=-354/161, 45-46=-354/161, 46-47=-354/161, 13-47=-354/161, 13-48=-72/951, 48-49=-72/951, 12-49=-72/951, 12-50=-268/1738, 11-50=-268/1738 WEBS 5-16=-2136/411, 6-16=-724/173, 6-14=-724/173, 7-14=-2136/380, 3-18=-658/214, 4-18=-169/958, 4-17=-1423/329, 8-12=-160/959, 9-12=-658/207, 8-13=-1423/326, 5-17=-263/1647, 7-13=-260/1647 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 19-0-0, Exterior (2) 19-0-0 to 26-7-6, Interior (1) 26-7-6 to 34-10-0, Exterior (2) 34-10-0 to 42-5-6, Interior (1) 42-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548615B7Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:24 Page: 1 ID:x0MkfbfRVrpjN6l?qFl9CZyGJjC-5CnigTDkQqElF1WzeCHQQb_2Bb1zd7gpTu3h1EyFzJk Continued on page 2 November 24,2020 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 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 209 lb uplift at joint 1, 463 lb uplift at joint 16, 436 lb uplift at joint 14 and 236 lb uplift at joint 11. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548615B7Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:24 Page: 2 ID:x0MkfbfRVrpjN6l?qFl9CZyGJjC-5CnigTDkQqElF1WzeCHQQb_2Bb1zd7gpTu3h1EyFzJk 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 =2x4 =7x10 =7x10 =7x10 =5x6 =7x10 =7x10 =7x10 =2x4 =4x8 1 37 18 38 39 17 40 41 42 16 43 15 44 14 45 46 47 13 48 49 12 50 11 2 103619 3520393421 22 33 4 82332 24 31 25 26 275 6 28 29 30 7 5-9-3 32-10-0 6-0-13 27-0-13 5-11-0 5-11-0 5-11-0 53-10-0 7-0-0 12-11-0 7-0-0 47-11-0 8-1-0 40-11-0 8-1-0 21-0-0 0-0-15 30-4-8 0-1-13 23 -8-4 6-7-5 30-3-9 7-4-0 53-10-0 7-4-0 7-4-0 7-8-0 15 -0-0 7-8-0 46-6-0 8-5-8 38-10-0 8-6-7 23-6-710-0-01-3-00-1-109-10-69-10-60-1-1010-0-0Scale = 1:92.5 Plate Offsets (X, Y):[4:0-5-0,0-4-12], [8:0-5-0,0-4-12], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.47 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.12 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.01 16 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 12-13 >999 240 BCDL 9.0 Weight: 378 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* 3-18,4-17,12-9,8-13:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 6-14, 7-14, 4-17, 8-13 REACTIONS (size)1= Mechanical, 11= Mechanical, 14=0-5-8, 16=0-5-8 Max Horiz 1=-166 (LC 15) Max Uplift 1=-204 (LC 14), 11=-235 (LC 15), 14=-440 (LC 15), 16=-471 (LC 14) Max Grav 1=1197 (LC 32), 11=1197 (LC 32), 14=2390 (LC 32), 16=2390 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1968/309, 2-19=-1831/319, 19-20=-1810/326, 3-20=-1676/327, 3-21=-1647/320, 21-22=-1506/327, 4-22=-1323/340, 4-23=-785/229, 23-24=-757/242, 5-24=-553/255, 5-25=-20/1363, 25-26=-20/1363, 26-27=-20/1363, 6-27=-20/1363, 6-28=0/1363, 28-29=0/1363, 29-30=0/1363, 7-30=0/1363, 7-31=-553/316, 31-32=-757/303, 8-32=-785/291, 8-33=-1324/403, 33-34=-1506/390, 9-34=-1648/382, 9-35=-1676/390, 35-36=-1810/388, 10-36=-1831/382, 10-11=-1968/371 BOT CHORD 1-37=-372/1618, 18-37=-372/1618, 18-38=-183/970, 38-39=-183/970, 17-39=-183/970, 17-40=-742/259, 40-41=-742/259, 41-42=-742/259, 16-42=-742/259, 16-43=-1335/285, 15-43=-1335/285, 15-44=-1335/285, 14-44=-1335/285, 14-45=-742/217, 45-46=-742/217, 46-47=-742/217, 13-47=-742/217, 13-48=-82/970, 48-49=-82/970, 12-49=-82/970, 12-50=-261/1618, 11-50=-261/1618 WEBS 5-16=-2257/428, 6-16=-587/163, 6-14=-587/163, 7-14=-2257/395, 3-18=-567/200, 4-18=-155/850, 4-17=-1552/374, 5-17=-332/1913, 8-12=-144/851, 9-12=-567/192, 7-13=-327/1913, 8-13=-1552/369 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 21-0-0, Exterior (2) 21-0-0 to 28-7-6, Interior (1) 28-7-6 to 32-10-0, Exterior (2) 32-10-0 to 40-5-6, Interior (1) 40-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548616B8Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:24 Page: 1 ID:?c9YaiV9435mDA6lBXBPidyGJwJ-aOL4tpENB7MctB59CvofyoWF0_NDMaXyiYoEZgyFzJj Continued on page 2 November 24,2020 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 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 204 lb uplift at joint 1, 471 lb uplift at joint 16, 440 lb uplift at joint 14 and 235 lb uplift at joint 11. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548616B8Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:24 Page: 2 ID:?c9YaiV9435mDA6lBXBPidyGJwJ-aOL4tpENB7MctB59CvofyoWF0_NDMaXyiYoEZgyFzJj 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 =4x5 =4x5 =2x4 =4x5 =7x10 =7x10 =5x6 =6x8 =4x5 =5x6 =4x8 =6x8 =5x6 =7x10 =7x10 =4x5 =2x4 =4x5 =4x5 =4x8 1 33 19 34 35 18 36 37 38 17 1639 15 40 41 42 14 43 44 13 45 12 112 3220310 3121 4 9 30222329 28248527257626 3-1-0 33-11-0 3-1-0 23-0-0 5-11-0 5-11-0 5-11-0 53-10-0 7-0-0 12 -11-0 7-0-0 40-11-0 7-0-0 47-11-0 7-0-0 19-11-0 7-10 -0 30-10-0 0-1-0 30-4-8 0-1-12 23-8-4 6-7-4 30-3-8 7-4-0 53 -10-0 7-4-0 7-4-0 7-8-0 15-0-0 7-8-0 46 -6-0 8-5-8 38-10-0 8-6-8 23 -6-810-10-01-3-00-1-1010-8-610-8-60-1-1010-10-0Scale = 1:92.7 Plate Offsets (X, Y):[4:0-5-0,0-4-8], [6:0-4-0,0-4-4], [7:0-4-0,0-3-15], [9:0-5-0,0-4-8], [14:0-5-0,0-4-8], [18:0-5-0,0-4-8] 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 0.54 Vert(LL)-0.09 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.11 17-18 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.01 17 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 18-19 >999 240 BCDL 9.0 Weight: 394 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* 3-19,4-18,13-10,9-14:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-19,12-13. WEBS 1 Row at midpt 4-18, 9-14, 6-17, 7-15, 6-15, 5-17, 8-15 REACTIONS (size)1= Mechanical, 12= Mechanical, 15=0-5-8, 17=0-5-8 Max Horiz 1=-182 (LC 15) Max Uplift 1=-192 (LC 14), 12=-212 (LC 15), 15=-498 (LC 15), 17=-432 (LC 14) Max Grav 1=1055 (LC 34), 12=1003 (LC 36), 15=2940 (LC 32), 17=2434 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1699/288, 2-20=-1573/305, 3-20=-1471/307, 3-21=-1453/306, 4-21=-1333/319, 4-22=-669/193, 22-23=-487/205, 23-24=-477/249, 5-24=-306/258, 5-25=-18/1368, 6-25=-9/1518, 6-26=-6/1559, 7-26=-6/1559, 7-27=-12/1669, 8-27=-21/1519, 8-28=-184/334, 28-29=-356/325, 29-30=-366/281, 9-30=-548/239, 9-31=-1230/361, 10-31=-1349/349, 10-32=-1368/349, 11-32=-1470/347, 11-12=-1589/330 BOT CHORD 1-33=-371/1397, 19-33=-371/1397, 19-34=-165/834, 34-35=-165/834, 18-35=-165/834, 18-36=-688/270, 36-37=-688/270, 37-38=-688/270, 17-38=-688/270, 16-17=-1401/317, 16-39=-1401/317, 15-39=-1401/317, 15-40=-826/232, 40-41=-826/232, 41-42=-826/232, 14-42=-826/232, 14-43=-108/724, 43-44=-108/724, 13-44=-108/724, 13-45=-226/1306, 12-45=-226/1306 WEBS 3-19=-558/214, 4-19=-170/837, 4-18=-1410/349, 5-18=-294/1683, 9-13=-163/861, 10-13=-575/208, 8-14=-292/1689, 9-14=-1415/347, 6-17=-840/146, 7-15=-1021/169, 6-15=-453/98, 5-17=-1827/375, 8-15=-1842/373 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 23-0-0, Exterior (2) 23-0-0 to 38-5-6, Interior (1) 38-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548617B9Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:25 Page: 1 ID:oZJ?iZK7HMxg7HQqaZ3uI4yGK4t-2bvT59E?yRUTVLgMmdJuV03PhOiU53w6xCYo57yFzJi Continued on page 2 November 24,2020 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 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 1, 212 lb uplift at joint 12, 432 lb uplift at joint 17 and 498 lb uplift at joint 15. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548617B9Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:25 Page: 2 ID:oZJ?iZK7HMxg7HQqaZ3uI4yGK4t-2bvT59E?yRUTVLgMmdJuV03PhOiU53w6xCYo57yFzJi 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 =4x5 =4x5 =2x4 =4x5 =7x10 =7x10 =5x6 =4x5 =6x8 =5x6 =5x6 =4x8 =5x6 =7x10 =7x10 =4x5 =2x4 =4x5 =4x5 =4x8 1 37 19 38 39 18 1743 16 44 15 45 46 47 14 48 49 13 50 12 40 41 42 112 36203103521 22 34 332349 24 3231253026 85 27 29 6 28 7 3-10 -0 28-10 -0 5-1-0 33-11-0 5-1-0 25-0-0 5-11-0 5-11-0 5-11-0 53-10-0 7-0-0 12-11-0 7-0-0 40-11-0 7-0-0 47 -11-0 7-0-0 19-11-0 0-4-8 30-4-8 0-1-12 23 -10 -0 6-2-0 30-0-0 7-4-0 53-10 -0 7-4-0 7-4-0 7-8-0 15-0-0 7-8-0 46-6-0 8-5-8 38 -10 -0 8-8-4 23-8-411-8-01-3-00-1-1011-6-611-6-60-1-1011-8-0Scale = 1:92.9 Plate Offsets (X, Y):[4:0-5-0,0-4-8], [9:0-5-0,0-4-8], [14:0-5-0,0-4-8], [18:0-5-0,0-4-8] 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 0.39 Vert(LL)-0.09 14-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.13 14-15 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.01 17 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 18-19 >999 240 BCDL 9.0 Weight: 396 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* 3-19,4-18,13-10,9-14:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-19,12-13. WEBS 1 Row at midpt 5-17, 8-15, 6-17, 6-15, 7-15 REACTIONS (size)1= Mechanical, 12= Mechanical, 15=0-5-8, 17=0-5-8 Max Horiz 1=-196 (LC 19) Max Uplift 1=-183 (LC 14), 12=-213 (LC 15), 15=-465 (LC 15), 17=-437 (LC 14) Max Grav 1=1021 (LC 34), 12=975 (LC 36), 15=3177 (LC 32), 17=2472 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1615/271, 2-20=-1497/288, 3-20=-1395/290, 3-21=-1378/284, 21-22=-1279/289, 22-23=-1259/290, 4-23=-1159/301, 4-24=-655/189, 24-25=-474/189, 25-26=-459/190, 5-26=-424/232, 5-27=-44/1299, 6-27=-34/1544, 6-28=0/1408, 7-28=0/1410, 7-29=-11/1729, 8-29=-21/1478, 8-30=-316/307, 30-31=-351/259, 31-32=-367/255, 9-32=-547/254, 9-33=-1067/362, 33-34=-1166/351, 34-35=-1186/350, 10-35=-1285/345, 10-36=-1303/350, 11-36=-1404/348, 11-12=-1516/331 BOT CHORD 1-37=-370/1328, 19-37=-370/1328, 19-38=-159/792, 38-39=-159/792, 18-39=-159/792, 18-40=-592/289, 40-41=-592/289, 41-42=-592/289, 17-42=-592/289, 17-43=-1274/355, 16-43=-1274/355, 16-44=-1274/355, 15-44=-1274/355, 15-45=-732/225, 45-46=-732/225, 46-47=-732/225, 14-47=-732/225, 14-48=-84/694, 48-49=-84/694, 13-49=-84/694, 13-50=-227/1247, 12-50=-227/1247 WEBS 3-19=-468/218, 4-19=-175/730, 4-18=-1333/345, 5-18=-288/1604, 5-17=-1915/419, 8-15=-1918/416, 9-13=-166/755, 10-13=-487/210, 8-14=-284/1611, 9-14=-1338/342, 6-17=-688/110, 6-15=-386/69, 7-15=-984/136 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 25-0-0, Exterior (2) 25-0-0 to 36-5-6, Interior (1) 36-5-6 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548618B10Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:27 Page: 1 ID:7zBwiVadGqG4HTQSOwgy70yGKLK-WnTrIVFdjlcK6UFYJKr71Dccmo2aqQXFAsHLdZyFzJh Continued on page 2 November 24,2020 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 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 1, 213 lb uplift at joint 12, 437 lb uplift at joint 17 and 465 lb uplift at joint 15. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548618B10Hip1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:27 Page: 2 ID:7zBwiVadGqG4HTQSOwgy70yGKLK-WnTrIVFdjlcK6UFYJKr71Dccmo2aqQXFAsHLdZyFzJh 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 =2x4 =7x10 =7x10 =5x6 =6x8 =7x10 =7x10 =2x4 =4x8 1 31 18 32 33 17 16 37 15 38 14 39 40 41 13 42 43 12 44 11 34 35 36 2 10 301939 20 29 4 8 21 282722 752623 2524 6 5-11-0 5-11-0 5-11-0 53 -10 -0 7-0-0 12 -11-0 7-0-0 40 -11-0 7-0-0 47 -11-0 7-0-0 19 -11-0 7-0-0 33-11-0 7-0-0 26-11-0 0-4-9 30-4-8 0-1-13 23-10-1 6-1-14 29-11-15 7-4-0 53-10-0 7-4-0 7-4-0 7-8-0 15-0-0 7-8-0 46 -6-0 8-5-8 38-10-0 8-8-4 23-8-41-3-012-5-9Scale = 1:90.1 Plate Offsets (X, Y):[4:0-5-0,0-4-8], [8:0-5-0,0-4-8], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.38 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.12 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.01 16 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 12-13 >999 240 BCDL 9.0 Weight: 384 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* 3-18,4-17,12-9,8-13:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-15, Right 2x6 DF SS or 1800F 1.6E -- 3-2-15 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. WEBS 1 Row at midpt 5-16, 6-16, 6-14, 7-14 REACTIONS (size)1= Mechanical, 11= Mechanical, 14=0-5-8, 16=0-5-8 Max Horiz 1=-211 (LC 15) Max Uplift 1=-175 (LC 14), 11=-214 (LC 15), 14=-445 (LC 15), 16=-485 (LC 14) Max Grav 1=958 (LC 20), 11=958 (LC 21), 14=2431 (LC 21), 16=2431 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1495/258, 2-19=-1381/274, 3-19=-1280/275, 3-20=-1260/276, 4-20=-1141/288, 4-21=-492/173, 21-22=-372/173, 5-22=-248/203, 5-23=-57/915, 23-24=-45/1010, 6-24=-44/1128, 6-25=0/1128, 25-26=0/1010, 7-26=-9/915, 7-27=-248/255, 27-28=-372/243, 8-28=-492/234, 8-29=-1142/365, 9-29=-1261/353, 9-30=-1280/353, 10-30=-1381/352, 10-11=-1495/334 BOT CHORD 1-31=-373/1229, 18-31=-373/1229, 18-32=-156/636, 32-33=-156/636, 17-33=-156/636, 17-34=-452/300, 34-35=-452/300, 35-36=-452/300, 16-36=-452/300, 16-37=-767/366, 15-37=-767/366, 15-38=-767/366, 14-38=-767/366, 14-39=-452/215, 39-40=-452/215, 40-41=-452/215, 13-41=-452/215, 13-42=-27/636, 42-43=-27/636, 12-43=-27/636, 12-44=-231/1229, 11-44=-231/1229 WEBS 3-18=-412/222, 4-18=-181/673, 4-17=-882/338, 5-17=-279/1120, 5-16=-1629/452, 6-16=-816/132, 6-14=-816/95, 7-14=-1629/449, 8-12=-168/673, 9-12=-412/212, 7-13=-275/1120, 8-13=-882/333 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 5-4-10, Interior (1) 5-4-10 to 26-11-0, Exterior (2) 26-11-0 to 32-3-10, Interior (1) 32-3-10 to 53-10-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 1, 214 lb uplift at joint 11, 485 lb uplift at joint 16 and 445 lb uplift at joint 14. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548619B11Common7120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:28 Page: 1 ID:yzR0AKtk8fPWUH9YEA9AKvz82Ab-_z0DWrGFU2kBkepkt2MMaR8nhCOvZy_OOW1uA?yFzJg November 24,2020 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 =7x10 =7x10 =6x8 =5x6 =7x10 =7x10 =2x4 1 31 18 32 33 17 34 35 36 16 37 15 38 14 39 40 41 13 42 43 12 44 11 2 10 301939 20 29 4 8 21 282227 5 72326 24 25 6 6-11-0 6-11-0 7-0-0 13-11-0 7-0-0 41 -11-0 7-0-0 48-11-0 7-0-0 20-11-0 6-11-0 55-10-0 7-0-0 27 -11-0 7-0-0 34-11-0 0-1-13 31-1-12 0-1-13 24-10-1 1-0-0 1-0-0 1-0-0 55-10-0 6-1-14 30-11-15 7-4-0 54 -10 -0 7-4-0 8-4-0 7-8-0 16-0-0 7-8-0 47-6-0 8-8-4 24-8-4 8-8-4 39-10-00-10-012-5-9Scale = 1:92.9 Plate Offsets (X, Y):[1:0-4-10,0-2-0], [1:Edge,0-2-12], [4:0-5-0,0-4-8], [8:0-5-0,0-4-8], [11:0-4-10,0-2-0], [11:Edge,0-2-12], [13:0-5-0,0-4-8], [17:0-5-0,0-4-8] 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 0.39 Vert(LL)-0.09 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 16-17 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.68 Horz(CT)0.01 16 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.03 12-13 >999 240 BCDL 9.0 Weight: 394 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* 3-18,4-17,8-13,12-9:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-6-3, Right 2x6 DF SS or 1800F 1.6E -- 3-6-3 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: 1-18,11-12. WEBS 1 Row at midpt 5-16, 6-16, 6-14, 7-14 REACTIONS (size)1=0-5-8, 11=0-5-8, 14=0-5-8, 16=0-5-8 Max Horiz 1=211 (LC 18) Max Uplift 1=-181 (LC 14), 11=-220 (LC 15), 14=-464 (LC 15), 16=-503 (LC 14) Max Grav 1=983 (LC 20), 11=983 (LC 21), 14=2518 (LC 21), 16=2518 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1622/277, 2-19=-1494/282, 3-19=-1425/292, 3-20=-1377/291, 4-20=-1258/303, 4-21=-470/195, 21-22=-350/195, 5-22=-222/248, 5-23=-73/994, 23-24=-62/1089, 6-24=-61/1207, 6-25=-10/1207, 25-26=-11/1089, 7-26=-22/994, 7-27=-222/250, 27-28=-350/239, 8-28=-470/238, 8-29=-1258/392, 9-29=-1377/380, 9-30=-1425/381, 10-30=-1494/371, 10-11=-1622/365 BOT CHORD 1-31=-398/1379, 18-31=-398/1379, 18-32=-150/634, 32-33=-150/634, 17-33=-150/634, 17-34=-502/308, 34-35=-502/308, 35-36=-502/308, 16-36=-502/308, 16-37=-832/376, 15-37=-832/376, 15-38=-832/376, 14-38=-832/376, 14-39=-502/224, 39-40=-502/224, 40-41=-502/224, 13-41=-502/224, 13-42=-27/634, 42-43=-27/634, 12-43=-27/634, 12-44=-266/1379, 11-44=-266/1379 WEBS 3-18=-513/249, 4-18=-211/816, 4-17=-927/345, 5-17=-289/1164, 5-16=-1678/459, 6-16=-858/144, 6-14=-858/106, 7-14=-1678/457, 7-13=-286/1164, 8-13=-927/343, 8-12=-202/816, 9-12=-513/242 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-2-12 to 5-9-12, Interior (1) 5-9-12 to 27-11-0, Exterior (2) 27-11-0 to 33-6-0, Interior (1) 33-6-0 to 55-7-4 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 181 lb uplift at joint 1, 220 lb uplift at joint 11, 503 lb uplift at joint 16 and 464 lb uplift at joint 14. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548620B12Common12120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:29 Page: 1 ID:vA83ISWzfy4?LQikrocb_4z829m-SAabjBHtFMs2MoOxRltb7ehxHckaIPiYdAmSiSyFzJf November 24,2020 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 =7x10 =10x16 =12x12 =10x16 =12x12 =MT18HS 12x16 =10x16 =MT18HS 9x12 =MT20HS 10x20 =MT20HS 8x12=2x4 =6x8 =3x8 =12x12 =8x12 1 34 20 35 363719 3839 18 404142 17 43 44 16 4546 15 47 144849 50 51 13 52 53 5455 56 12 5758 112122223324425265276 28 10 7 29 30 8 31 3233 9 1-7-8 1-7-8 2-5-10 11-9-8 2-5-10 4-1-2 2-7-6 6-8-8 2-7-6 9-3-14 2-6-0 14 -3-8 2-7-8 26-11-0 5-0-0 24-3-8 5-0-0 19-3-8 1-5-12 1-5-12 2-2-8 14 -1-12 2-7-6 11-11-4 2-7-6 6-8-8 2-7-6 4-1-2 2-7-6 9-3-14 2-5-12 26 -11-0 5-1-12 19 -3-8 5-1-12 24-5-42-11-101-3-01-10-80-1-100-1-101-9-81-9-80-1-101-11-20-10-142-10-00-1-102-11-10Scale = 1:53.8 Plate Offsets (X, Y):[1:0-1-0,0-1-6], [2:0-3-8,0-5-0], [4:0-5-8,Edge], [6:0-8-0,0-4-4], [7:0-3-12,0-3-8], [12:0-6-0,0-1-8], [15:0-9-12,0-5-0] 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 0.77 Vert(LL)-0.76 16-17 >423 360 MT20 137/130 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.92 Vert(CT)-0.98 16-17 >326 240 MT18HS 220/195 TCDL 9.0 Rep Stress Incr Yes WB 0.88 Horz(CT)0.07 11 n/a n/a MT20HS 110/93 BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.32 16-17 >999 240 BCDL 9.0 Weight: 688 lb FT = 20% LUMBER TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* 2-6,7-9:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 1-1/2" x 11-7/8" VERSA-LAM? 2.0 2800 DF WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-2,16-6,8-13,19-3,18-4,17-5:2x4 DF Stud/ Std SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-7-10 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): 2-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 11=0-5-8 Max Horiz 1=-37 (LC 11) Max Uplift 1=-1969 (LC 6), 11=-2031 (LC 6) Max Grav 1=9786 (LC 32), 11=7829 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-16465/3349, 2-21=-16435/3356, 2-22=-22272/4609, 22-23=-22272/4609, 3-23=-22272/4609, 3-24=-22272/4609, 4-24=-22272/4609, 4-25=-35795/7839, 25-26=-35795/7839, 5-26=-35795/7839, 5-27=-35795/7839, 6-27=-35795/7839, 6-28=-38345/8790, 7-28=-38326/8797, 7-29=-19551/4824, 29-30=-19551/4824, 8-30=-19551/4824, 8-31=-19551/4824, 31-32=-19551/4824, 32-33=-19551/4824, 9-33=-19551/4824, 9-10=-12073/3106, 10-11=-12015/3075 BOT CHORD 1-34=-2734/13473, 20-34=-2734/13473, 20-35=-2608/12830, 35-36=-2608/12830, 36-37=-2608/12830, 19-37=-2608/12830, 19-38=-7304/34555, 38-39=-7304/34555, 18-39=-7304/34555, 18-40=-7304/34555, 40-41=-7304/34555, 41-42=-7304/34555, 17-42=-7304/34555, 17-43=-8534/37462, 43-44=-8534/37462, 16-44=-8534/37462, 16-45=-6628/28047, 45-46=-6628/28047, 15-46=-6628/28047, 15-47=-6455/27339, 14-47=-6455/27339, 14-48=-6455/27339, 48-49=-6455/27339, 49-50=-6455/27339, 50-51=-6455/27339, 13-51=-6455/27339, 13-52=-2522/9997, 52-53=-2522/9997, 53-54=-2522/9997, 54-55=-2522/9997, 55-56=-2522/9997, 12-56=-2522/9997, 12-57=-2575/10181, 57-58=-2575/10181, 11-58=-2575/10181 WEBS 2-20=-933/4749, 6-16=-13738/3012, 7-16=-2014/10145, 7-15=-2511/10263, 7-13=-8453/1836, 8-13=-757/214, 9-13=-2437/10370, 9-12=-770/2664, 2-19=-2151/10287, 3-19=-256/393, 4-19=-13268/2940, 4-18=-756/3829, 4-17=-552/1379, 5-17=-338/92, 6-17=-1906/800 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 5 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-4-0 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 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548621G1Roof Special Girder 1 320-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:33 Page: 1 ID:?DPMhKU_tutVZ2CRQPx6Moz8?9R-wM8zxXHV0g?vzyz7?TOqfsE1A?wE1pphspW?EuyFzJe Continued on page 2 November 24,2020 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 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)Solid blocking is required on both sides of the truss at joint(s), 11. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1969 lb uplift at joint 1 and 2031 lb uplift at joint 11. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 47 lb up at 1-7-8, 10 lb down and 27 lb up at 3-8-4, 10 lb down and 27 lb up at 5-8-4, and 10 lb down and 27 lb up at 7-8-4, and 10 lb down and 27 lb up at 9-1-4 on top chord, and 1464 lb down and 269 lb up at 1-4-4, 6 lb down and 22 lb up at 1-7-8, 1462 lb down and 256 lb up at 3-4-4, 1 lb down and 11 lb up at 3-8-4, 1417 lb down and 239 lb up at 5-4-4, 1 lb down and 11 lb up at 5-8-4, 1297 lb down and 227 lb up at 7-4-4, 1 lb down and 11 lb up at 7-8-4, 1 lb down and 11 lb up at 9-1-4, 1179 lb down and 222 lb up at 9-4-4, 1037 lb down and 210 lb up at 11-4-4, 1003 lb down and 201 lb up at 13-4-4, 80 lb down and 555 lb up at 14-3-8, 940 lb down and 193 lb up at 15-4-4, 14 lb down and 88 lb up at 16-4-4, 940 lb down and 193 lb up at 17-4-4, 14 lb down and 88 lb up at 18-4-4, 940 lb down and 193 lb up at 19-4-4, 14 lb down and 88 lb up at 20-2-12, 940 lb down and 193 lb up at 21-4-4, 14 lb down and 88 lb up at 22-2-12, 940 lb down and 193 lb up at 23-4-4, and 80 lb down and 555 lb up at 24-2-12, and 940 lb down and 193 lb up at 25-4-4 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, 7-9=-88, 9-11=-88, 1-11=-18 Concentrated Loads (lb) Vert: 20=-1459 (F=-1464, B=5), 15=217 (B), 13=-940 (F), 12=217 (B), 17=-1177 (F=-1179, B=2), 36=-1462 (F), 37=2 (B), 38=-1417 (F), 39=2 (B), 40=-1297 (F), 41=2 (B), 44=-1037 (F), 46=-1003 (F), 47=-940 (F), 48=30 (B), 50=-940 (F), 51=30 (B), 52=30 (B), 53=-940 (F), 55=30 (B), 56=-940 (F), 57=-940 (F) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548621G1Roof Special Girder 1 320-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:33 Page: 2 ID:?DPMhKU_tutVZ2CRQPx6Moz8?9R-wM8zxXHV0g?vzyz7?TOqfsE1A?wE1pphspW?EuyFzJe 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 =7x10 =10x16 =12x12 =10x16 =12x12 =MT18HS 12x16 =10x16 =MT18HS 9x12 =MT20HS 10x20 =7x10 =2x4 =6x8 =3x8 =12x12 =8x12 5758 1 34 20 35 363719 3839 18 404142 17 43 44 16 15 47 144849 50 51 13 52 53 5455 56 12 11 4546 21 2 22 23 3 24 4 2526 5 27 6 28 10 7 29 30 8 31 3233 9 1-7-8 1-7-8 2-5-10 11-9-8 2-5-10 4-1-2 2-7-6 6-8-8 2-7-6 9-3-14 2-6-0 14-3-8 2-7-8 26-11-8 5-0-4 19-3-12 5-0-4 24 -4-0 1-5-12 1-5-12 2-2-8 14-1-12 2-7-6 11-11-4 2-7-6 6-8-8 2-7-6 4-1-2 2-7-6 9-3-14 2-5-12 26-11-8 5-2-0 19-3-12 5-2-0 24-5-122-11-101-3-01-10-80-1-100-1-101-9-81-9-80-1-101-11-20-10-142-10-00-1-102-11-10Scale = 1:53.9 Plate Offsets (X, Y):[1:0-1-0,0-1-6], [2:0-3-8,0-5-0], [4:0-5-8,Edge], [6:0-8-0,0-4-4], [7:0-3-12,0-3-8], [12:0-6-0,0-1-8], [15:0-9-12,0-5-0] 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 0.76 Vert(LL)-0.75 16-17 >426 360 MT20 137/130 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.91 Vert(CT)-0.98 16-17 >328 240 MT18HS 220/195 TCDL 9.0 Rep Stress Incr Yes WB 0.87 Horz(CT)0.07 11 n/a n/a MT20HS 110/93 BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.34 16-17 >950 240 BCDL 9.0 Weight: 689 lb FT = 20% LUMBER TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* 2-6,7-9:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 1-1/2" x 11-7/8" VERSA-LAM? 2.0 2800 DF WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 20-2,16-6,8-13,19-3,18-4,17-5:2x4 DF Stud/ Std SLIDER Right 2x6 DF SS or 1800F 1.6E -- 1-7-10 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except 2-0-0 oc purlins (3-5-15 max.): 2-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-5-8, 11=0-5-8 Max Horiz 1=37 (LC 124) Max Uplift 1=-2136 (LC 6), 11=-2253 (LC 6) Max Grav 1=9730 (LC 32), 11=7776 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-16361/3645, 2-21=-16331/3651, 2-22=-22120/5027, 22-23=-22120/5027, 3-23=-22120/5027, 3-24=-22120/5027, 4-24=-22120/5027, 4-25=-35509/8614, 25-26=-35509/8614, 5-26=-35509/8614, 5-27=-35509/8614, 6-27=-35509/8614, 6-28=-38026/9689, 7-28=-38007/9696, 7-29=-19462/5353, 29-30=-19462/5353, 8-30=-19462/5353, 8-31=-19462/5353, 31-32=-19462/5353, 32-33=-19462/5353, 9-33=-19462/5353, 9-10=-12026/3449, 10-11=-11968/3416 BOT CHORD 1-34=-2976/13388, 20-34=-2976/13388, 20-35=-2838/12749, 35-36=-2838/12749, 36-37=-2838/12749, 19-37=-2838/12749, 19-38=-8001/34300, 38-39=-8001/34300, 18-39=-8001/34300, 18-40=-8001/34300, 40-41=-8001/34300, 41-42=-8001/34300, 17-42=-8001/34300, 17-43=-9408/37151, 43-44=-9408/37151, 16-44=-9408/37151, 16-45=-7329/27844, 45-46=-7329/27844, 15-46=-7329/27844, 15-47=-7137/27142, 14-47=-7137/27142, 14-48=-7137/27142, 48-49=-7137/27142, 49-50=-7137/27142, 50-51=-7137/27142, 13-51=-7137/27142, 13-52=-2804/9957, 52-53=-2804/9957, 53-54=-2804/9957, 54-55=-2804/9957, 55-56=-2804/9957, 12-56=-2804/9957, 12-57=-2864/10141, 57-58=-2864/10141, 11-58=-2864/10141 WEBS 2-20=-1014/4723, 6-16=-13631/3303, 7-16=-2194/10019, 7-15=-2783/10168, 7-13=-8331/2000, 8-13=-761/220, 9-13=-2703/10310, 9-12=-872/2672, 2-19=-2356/10210, 3-19=-262/389, 4-19=-13157/3241, 4-18=-832/3802, 4-17=-638/1345, 5-17=-338/94, 6-17=-1877/907 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 5 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-4-0 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 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548622G1ARoof Special Girder 1 320-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:42 Page: 1 ID:?DPMhKU_tutVZ2CRQPx6Moz8?9R-Di3dPwNuMptvJ1?TvR0TRK0EZqJ?9_fjTPit__yFzJX Continued on page 2 November 24,2020 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 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)Solid blocking is required on both sides of the truss at joint(s), 11. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2136 lb uplift at joint 1 and 2253 lb uplift at joint 11. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 47 lb up at 1-7-8, 10 lb down and 27 lb up at 3-8-4, 10 lb down and 27 lb up at 5-8-4, and 10 lb down and 27 lb up at 7-8-4, and 10 lb down and 27 lb up at 9-1-4 on top chord, and 1464 lb down and 284 lb up at 1-4-4, 6 lb down and 22 lb up at 1-7-8, 1462 lb down and 274 lb up at 3-4-4, 1 lb down and 11 lb up at 3-8-4, 1400 lb down and 248 lb up at 5-4-4, 1 lb down and 11 lb up at 5-8-4, 1297 lb down and 254 lb up at 7-4-4, 1 lb down and 11 lb up at 7-8-4, 1 lb down and 11 lb up at 9-1-4, 1179 lb down and 253 lb up at 9-4-4, 985 lb down and 230 lb up at 11-4-4, 957 lb down and 231 lb up at 13-4-4, 80 lb down and 555 lb up at 14-3-8, 940 lb down and 232 lb up at 15-4-4, 14 lb down and 88 lb up at 16-4-4, 940 lb down and 232 lb up at 17-4-4, 14 lb down and 88 lb up at 18-4-4, 940 lb down and 232 lb up at 19-4-4, 14 lb down and 88 lb up at 20-3-4, 940 lb down and 232 lb up at 21-4-4, 14 lb down and 88 lb up at 22-3-4, 940 lb down and 232 lb up at 23-4-4, and 80 lb down and 555 lb up at 24-3-4, and 940 lb down and 232 lb up at 25-4-4 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, 7-9=-88, 9-11=-88, 1-11=-18 Concentrated Loads (lb) Vert: 20=-1459 (F=5, B=-1464), 15=217 (F), 13=-940 (B), 12=217 (F), 17=-1177 (F=2, B=-1179), 36=-1462 (B), 37=2 (F), 38=-1400 (B), 39=2 (F), 40=-1297 (B), 41=2 (F), 44=-985 (B), 46=-957 (B), 47=-940 (B), 48=30 (F), 50=-940 (B), 51=30 (F), 52=30 (F), 53=-940 (B), 55=30 (F), 56=-940 (B), 57=-940 (B) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548622G1ARoof Special Girder 1 320-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:42 Page: 2 ID:?DPMhKU_tutVZ2CRQPx6Moz8?9R-Di3dPwNuMptvJ1?TvR0TRK0EZqJ?9_fjTPit__yFzJX 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 =3x8 =12x12 =5x6 =1.5x4 =12x12 =5x6 =3x8 =12x12 8 21 22 23 24 25 26 27 28 29 7 30 31 32 33 34 35 36 6 1 9 10 11 2 12 13 14 3 15 16 17 4 5181920 3-6-0 11-1-8 3-6-0 7-7-8 4-1-8 4-1-8 4-1-8 15-3-0 7-7-8 7-7-8 7-7-8 15 -3-00-9-44-0-10Scale = 1:40.5 Plate Offsets (X, Y):[1:0-3-4,0-1-8], [5:0-3-4,0-1-8], [6:0-6-0,0-6-12], [7:0-6-0,0-7-12], [8:0-6-0,0-6-12] 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 0.28 Vert(LL)-0.10 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.11 7-8 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.01 6 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.06 7-8 >999 240 BCDL 9.0 Weight: 250 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* 8-1,6-5:2x10 DF 1950F 1.7E or 2x10 DF SS BRACING TOP CHORD 2-0-0 oc purlins (5-6-5 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-5-8, 8=0-5-8 Max Horiz 8=134 (LC 5) Max Uplift 6=-3848 (LC 16), 8=-3912 (LC 15) Max Grav 6=4580 (LC 1), 8=5262 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-448/271, 9-10=-448/271, 10-11=-448/271, 2-11=-448/271, 2-12=-6543/3563, 12-13=-6543/3563, 13-14=-6543/3563, 3-14=-6543/3563, 3-15=-6543/3563, 15-16=-6543/3563, 16-17=-6543/3563, 4-17=-6543/3563, 4-18=-382/275, 18-19=-382/275, 19-20=-382/275, 5-20=-382/275, 1-8=-240/606, 5-6=-237/597 BOT CHORD 8-21=-2147/3671, 21-22=-2147/3671, 22-23=-2147/3671, 23-24=-2147/3671, 24-25=-2147/3671, 25-26=-2147/3671, 26-27=-2147/3671, 27-28=-2147/3671, 28-29=-2147/3671, 7-29=-2147/3671, 7-30=-2119/3639, 30-31=-2119/3639, 31-32=-2119/3639, 32-33=-2119/3639, 33-34=-2119/3639, 34-35=-2119/3639, 35-36=-2119/3639, 6-36=-2119/3639 WEBS 3-7=-224/401, 2-8=-4428/2542, 2-7=-2138/4074, 4-7=-2134/4120, 4-6=-4472/2540 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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-8-0 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 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 5)Provide adequate drainage to prevent water ponding. 6)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3912 lb uplift at joint 8 and 3848 lb uplift at joint 6. 10)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548623G2Hip Girder 4 220-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:45 Page: 1 ID:oQAao04Q0ajeziXNFUenQ4z805M-_FYe4fTvTHumGFd?N69Lm0Li_28j1a0vJfeIGWyFzJP Continued on page 2 November 24,2020 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) 260 lb down and 723 lb up at 0-9-0, 113 lb down and 362 lb up at 2-9-12, 113 lb down and 362 lb up at 4-9-12, 113 lb down and 362 lb up at 6-9-12, 113 lb down and 362 lb up at 8-5-4, 113 lb down and 362 lb up at 10-5-4, and 113 lb down and 362 lb up at 12-5-4, and 260 lb down and 723 lb up at 14-5-4 on top chord, and 1089 lb up at 0-9-0, 1535 lb down and 265 lb up at 1-3-4, 515 lb up at 2-9-12, 1585 lb down and 263 lb up at 3-3-4, 515 lb up at 4-9-12, 1682 lb down and 271 lb up at 5-3-4, 515 lb up at 6-9-12, 1644 lb down and 253 lb up at 7-3-4, 515 lb up at 8-5-4, 1533 lb down and 252 lb up at 9-3-4, 515 lb up at 10-5-4, 1443 lb down and 272 lb up at 11-3-4, 515 lb up at 12-5-4, and 1495 lb down and 270 lb up at 13-3-4, and 1089 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: 1-5=-88, 6-8=-18 Concentrated Loads (lb) Vert: 9=205 (F), 11=105 (F), 12=105 (F), 14=105 (F), 15=105 (F), 17=105 (F), 18=105 (F), 20=205 (F), 21=371 (F), 22=-1535 (B), 23=138 (F), 24=-1585 (B), 26=138 (F), 27=-1682 (B), 28=138 (F), 29=-1644 (B), 30=138 (F), 31=-1533 (B), 32=138 (F), 33=-1443 (B), 34=138 (F), 35=-1495 (B), 36=371 (F) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548623G2Hip Girder 4 220-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:45 Page: 2 ID:oQAao04Q0ajeziXNFUenQ4z805M-_FYe4fTvTHumGFd?N69Lm0Li_28j1a0vJfeIGWyFzJP 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 =4x8 =3x4 =4x5 =4x5 =7x10 =4x5 =4x5 =3x4 =4x8 =3x6 1 19 11 20 21 10 22 23 9 24 8121872 13 17 3 6 14 16 154 5 1-1-12 1-1-12 1-1-12 20-0-0 3-0-5 15-0-5 3-0-5 8-0-0 4-0-0 12-0-0 3-9-15 4-11-11 3-9-15 18-10-4 0-1-12 1-1-12 0-1-12 19 -0-0 1-0-0 1-0-0 1-0-0 20-0-0 8-10-4 10-0-0 8-10-4 18 -10 -44-2-00-10-00-1-104-0-64-0-60-1-104-2-0Scale = 1:48.5 Plate Offsets (X, Y):[1:Edge,0-7-6], [4:0-2-8,Edge], [5:0-2-8,Edge], [8:Edge,0-7-6], [10:0-5-0,0-4-8] 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 0.25 Vert(LL)-0.08 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.12 10-11 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.03 9 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.04 10-11 >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 BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 1-1-4, Right 2x4 DF Stud/Std -- 1-1-4 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, 11=0-5-8 Max Horiz 11=-66 (LC 15) Max Uplift 9=-563 (LC 11), 11=-566 (LC 10) Max Grav 9=2739 (LC 28), 11=2747 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-921/149, 2-12=-841/153, 2-13=-956/206, 3-13=-837/216, 3-14=-3896/915, 4-14=-3804/921, 4-15=-4132/998, 5-15=-4132/998, 5-16=-3804/921, 6-16=-3896/915, 6-17=-811/209, 7-17=-931/198, 7-18=-808/143, 8-18=-888/139 BOT CHORD 1-19=-122/773, 11-19=-122/773, 11-20=-751/3281, 20-21=-751/3281, 10-21=-751/3281, 10-22=-684/3275, 22-23=-684/3275, 9-23=-684/3275, 9-24=-115/749, 8-24=-115/749 WEBS 3-10=-297/662, 6-10=-299/669, 2-11=-332/190, 7-9=-329/186, 3-11=-3018/678, 6-9=-3039/684, 4-10=-306/1260, 5-10=-306/1260 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 0-9-0 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 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 566 lb uplift at joint 11 and 563 lb uplift at joint 9. 10)This truss is designed in accordance with the 2015 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) 1116 lb down and 348 lb up at 8-0-0, and 397 lb down and 99 lb up at 10-0-0, and 1116 lb down and 348 lb up at 11-11-4 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: 10=-397 (F), 21=-1116 (F), 22=-1116 (F) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548624H1Hip Girder 1 220-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:46 Page: 1 ID:mj4YltkKZg7PhxTOT93QIkz3Mq1-wdgPVLVA?u8UWZmOUXCprRR3zspKVd0Bmz7PLPyFzJN November 24,2020 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 =3x8 =6x8 =3x4 =4x5 =4x5 =5x8 =4x5 =3x4 =6x8 =3x8 1 21 10 22 9 23 8 24 7201162 1912 531318 14 171615 4 1-1-12 1-1-12 1-1-12 20-0-0 3-10 -1 18-10 -4 3-10-2 4-11-14 5-0-2 10-0-0 5-0-3 15-0-3 0-1-12 1-1-12 0-1-12 19-0-0 1-0-0 20 -0-0 1-0-0 1-0-0 8-10-4 10-0-0 8-10-4 18-10-40-10-05-0-0Scale = 1:48.4 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-0-0,0-0-0], [7:0-3-8,Edge], [9:0-4-0,0-3-0] 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 0.41 Vert(LL)-0.29 9-10 >729 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.37 8-9 >578 240 TCDL 9.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.03 8 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S Wind(LL)0.02 9 >999 240 BCDL 9.0 Weight: 97 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 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-5-8, 10=0-5-8 Max Horiz 10=-83 (LC 19) Max Uplift 8=-191 (LC 15), 10=-191 (LC 14) Max Grav 8=1060 (LC 1), 10=1060 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-569/218, 2-11=-563/225, 2-12=-425/162, 3-12=-402/185, 3-13=-1086/205, 13-14=-1070/212, 14-15=-999/214, 4-15=-996/222, 4-16=-996/222, 16-17=-999/214, 17-18=-1070/212, 5-18=-1086/205, 5-19=-402/185, 6-19=-425/162, 6-20=-563/225, 7-20=-569/218 BOT CHORD 1-21=-160/383, 10-21=-160/383, 10-22=-240/1096, 9-22=-240/1096, 9-23=-167/1096, 8-23=-167/1096, 8-24=-160/383, 7-24=-160/383 WEBS 4-9=-19/375, 5-9=-310/172, 3-9=-311/172, 6-8=-238/221, 3-10=-1196/296, 5-8=-1196/296, 2-10=-238/221 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 10-0-0, Exterior (2) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 20-0-0 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 8 and 191 lb uplift at joint 10. 7)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548625H2Common2120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:47 Page: 1 ID:?tJExBbxmAdqsmrAqNja9Oz8H6N-OpEnihVomCGL7jLa2Fj2OfzBAG6gE2SL?dtytryFzJM November 24,2020 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 =4x5 =5x8 =1.5x4 =4x5 =3x4 =3x6 =3x4 20 1 16 9 17 18 19 8 7 6 10 2 11 12 13 14 3 15 4 5 1-7-13 1-7-13 4-7-6 6-3-4 4-11-12 11-3-0 0-3-14 1-7-13 1-3-15 1-3-15 4-7-6 6-3-4 4-11-12 11-3-04-1-120-10-04-1-12Scale = 1:40.9 Plate Offsets (X, Y):[1:0-4-6,0-0-2], [1:0-11-7,0-2-0], [2:0-2-7,0-2-8], [4:0-0-13,0-1-8] 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 0.74 Vert(LL)-0.07 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.09 7-8 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.00 7 n/a n/a BCLL 0.0*Code IBC2015/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 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 -- 1-7-11 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=-224 (LC 7), 9=-293 (LC 6) Max Grav 7=745 (LC 16), 9=713 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-119/481, 2-10=-105/495, 2-11=-818/273, 11-12=-785/264, 12-13=-751/265, 13-14=-736/269, 3-14=-729/265, 3-15=-155/46, 4-15=-71/34, 4-5=-7/0, 4-7=-312/89 BOT CHORD 1-16=-416/117, 9-16=-416/117, 9-17=-416/117, 17-18=-416/117, 18-19=-416/117, 8-19=-416/117, 8-20=-320/753, 7-20=-320/753, 6-7=0/0 WEBS 3-8=-89/244, 3-7=-786/326, 2-9=-649/274, 2-8=-188/804 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 224 lb uplift at joint 7 and 293 lb uplift at joint 9. 8)This truss is designed in accordance with the 2015 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) 142 lb up at 2-9-8, 142 lb up at 2-9-8, 61 lb down and 59 lb up at 5-7-7, 61 lb down and 59 lb up at 5-7-7, and 164 lb down and 101 lb up at 8-5-6, and 164 lb down and 101 lb up at 8-5-6 on top chord, and 1 lb down and 30 lb up at 2-9-8, 1 lb down and 30 lb up at 2-9-8, 8 lb down and 14 lb up at 5-7-7, 8 lb down and 14 lb up at 5-7-7, and 33 lb down and 21 lb up at 8-5-6, and 33 lb down and 21 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: 11=70 (F=35, B=35), 15=-189 (F=-95, B=-95), 17=22 (F=11, B=11), 19=-7 (F=-4, B=-4), 20=-66 (F=-33, B=-33) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548626HJ1Diagonal Hip Girder 4 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:48 Page: 1 ID:N_I?sZGWMIGA5jcgWX8_9Jz8Hbo-t0o9w1WQXVOCltwncyEHwsWHkgWZzWxUDHcWPHyFzJL November 24,2020 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 =3x6 =4x5 =1.5x4 =3x4 =3x4 =1.5x4 1 8 13 7 61112 2 9 3 10 4 5 3-4-15 7-2-4 3-9-5 3-9-5 0-3-14 3-9-5 3-4-15 7-2-4 3-5-7 3-5-72-11-60-10-02-11-6Scale = 1:32.3 Plate Offsets (X, Y):[1:0-1-8,0-0-2] 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 0.58 Vert(LL)-0.03 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)0.03 7-8 >999 240 TCDL 9.0 Rep Stress Incr NO WB 0.31 Horz(CT)0.00 7 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)-0.01 7-8 >999 240 BCDL 9.0 Weight: 34 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 -- 1-11-8 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, 8=0-7-12 Max Horiz 8=115 (LC 44) Max Uplift 7=-476 (LC 34), 8=-428 (LC 6) Max Grav 7=88 (LC 25), 8=1190 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-174/748, 2-9=-164/743, 3-9=-160/754, 3-10=-77/63, 4-10=-85/31, 4-5=-6/0, 4-7=-206/123 BOT CHORD 1-11=-682/189, 11-12=-682/189, 8-12=-682/189, 8-13=-682/137, 7-13=-682/137, 6-7=0/0 WEBS 3-8=-845/280, 3-7=-123/767 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 476 lb uplift at joint 7 and 428 lb uplift at joint 8. 8)This truss is designed in accordance with the 2015 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) 53 lb down and 255 lb up at 5-7-7, and 53 lb down and 255 lb up at 5-7-7 on top chord, and 165 lb down and 80 lb up at 2-9-8, 165 lb down and 80 lb up at 2-9-8, and 14 lb down and 134 lb up at 5-7-7, and 14 lb down and 134 lb up at 5-7-7 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: 10=125 (F=62, B=62), 12=-330 (F=-165, B=-165), 13=101 (F=50, B=50) Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548627HJ2Diagonal Hip Girder 4 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:48 Page: 1 ID:qbaZK1UY_TtvyAKtonr9h8z3NbQ-t0o9w1WQXVOCltwncyEHwsWJMgYLzYMUDHcWPHyFzJL November 24,2020 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 12 5 13 4 6 2 7 8 9 10 11 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 8-0-04-2-00-10-04-2-0Scale = 1:43 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 0.71 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 0.44 Horz(CT)0.01 4 n/a n/a BCLL 0.0*Code IBC2015/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 6-0-0 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=166 (LC 11) Max Uplift 4=-81 (LC 14), 5=-85 (LC 14) Max Grav 4=415 (LC 20), 5=516 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-480/209, 2-6=-469/216, 2-7=-170/58, 7-8=-120/70, 8-9=-119/73, 9-10=-117/76, 10-11=-114/81, 3-11=-112/95, 3-4=-297/163 BOT CHORD 1-12=-131/530, 5-12=-131/530, 5-13=-394/530, 4-13=-394/530 WEBS 2-5=-379/257, 2-4=-536/350 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 2015 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 APTS BLDG A R64548628J1Jack-Closed 14 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:49 Page: 1 ID:HJ5TdsHh1uiGiedvfCdyAKz8NtJ-LCLX7MX2IpW3N1VzAflWT43S53qpizaeSxM3xkyFzJK November 24,2020 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 =4x5 =3x4 =3x4 =1.5x4 6 12 5 13 4 1 7 8 2 9 10 11 3 3-1-15 3-1-15 3-10-1 7-0-0 3-1-15 3-1-15 3-10-1 7-0-04-2-01-3-04-2-0Scale = 1:34.1 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 0.36 Vert(LL)-0.04 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.04 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 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 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 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6=0-5-8 Max Horiz 6=157 (LC 13) Max Uplift 4=-91 (LC 14), 6=-59 (LC 14) Max Grav 4=411 (LC 20), 6=374 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-352/126, 1-7=-407/105, 7-8=-334/106, 2-8=-325/111, 2-9=-112/58, 9-10=-102/71, 10-11=-92/73, 3-11=-90/81, 3-4=-277/111 BOT CHORD 6-12=-255/186, 5-12=-255/186, 5-13=-230/355, 4-13=-230/355 WEBS 2-4=-416/213, 2-5=-48/225, 1-5=-85/374 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-1-12 to 3-1-15, Interior (1) 3-1-15 to 6-10-4 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 59 lb uplift at joint 6 and 91 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548629J1AJack-Closed 10 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:49 Page: 1 ID:Vz1bMH36NK23Ri8zp7UAFNyHFeZ-LCLX7MX2IpW3N1VzAflWT43YV3uFi1teSxM3xkyFzJK November 24,2020 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 =1.5x4 11 1 10 5 4 6 2 7 8 9 3 1-1-12 1-1-12 4-9-15 5-11-11 0-1-12 1-1-12 1-0-0 1-0-0 4-9-15 5-11-113-3-140-10-03-3-14Scale = 1:37.5 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.44 Vert(LL)-0.09 4-5 >660 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.11 4-5 >528 240 TCDL 9.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.05 3 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.03 4-5 >999 240 BCDL 9.0 Weight: 21 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 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=122 (LC 14) Max Uplift 3=-91 (LC 14), 4=-1 (LC 14), 5=-50 (LC 14) Max Grav 3=290 (LC 31), 4=291 (LC 35), 5=442 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-203/95, 2-6=-198/141, 2-7=-99/9, 7-8=-63/18, 8-9=-61/22, 3-9=-60/65 BOT CHORD 1-10=-65/149, 5-10=-65/149, 5-11=0/0, 4-11=0/0 WEBS 2-5=-434/264 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 91 lb uplift at joint 3, 1 lb uplift at joint 4 and 50 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548630J2Jack-Open 8 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:49 Page: 1 ID:YOe7G8pzlPZeqS5n8?h7U5z8Nbr-LCLX7MX2IpW3N1VzAflWT43XJ3sJi2ueSxM3xkyFzJK November 24,2020 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 =3x6 =6x8 =1.5x4 1 10 5 11 4 6 2 7 8 9 3 1-1-12 1-1-12 2-9-15 3-11-11 0-1-12 1-1-12 1-0-0 1-0-0 2-9-15 3-11-112-5-140-10-02-5-14Scale = 1:35.7 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.21 Vert(LL)-0.02 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.02 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.03 3 n/a n/a BCLL 0.0*Code IBC2015/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 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 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=88 (LC 14) Max Uplift 3=-58 (LC 14), 4=-25 (LC 29), 5=-37 (LC 10) Max Grav 3=270 (LC 31), 4=271 (LC 35), 5=453 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-142/98, 2-6=-139/143, 2-7=-67/10, 7-8=-57/13, 8-9=-37/39, 3-9=-36/46 BOT CHORD 1-10=-48/133, 5-10=-48/133, 5-11=0/0, 4-11=0/0 WEBS 2-5=-300/187 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 58 lb uplift at joint 3, 25 lb uplift at joint 4 and 37 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548631J3Jack-Open 8 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:50 Page: 1 ID:y9lzCkDs2fWS34QZKwptXzz8Ncb-pOvvLiYg37ew_A49jNGl0HblXTG6RVbnhb5cUAyFzJJ November 24,2020 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 =3x6 =6x8 =1.5x4 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 0-9-15 1-11-11 1-0-0 1-0-01-7-140-10-01-7-14Scale = 1:40.8 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.23 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)0.00 4-5 >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 IBC2015/TPI2014 Matrix-P Wind(LL)0.00 5 >999 240 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 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 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=55 (LC 14) Max Uplift 3=-231 (LC 29), 4=-135 (LC 29), 5=-35 (LC 10) Max Grav 3=241 (LC 31), 4=245 (LC 35), 5=686 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-75/112, 2-6=-73/150, 2-7=-94/0, 3-7=-92/40 BOT CHORD 1-8=-30/83, 5-8=-30/83, 5-9=0/0, 4-9=0/0 WEBS 2-5=-425/107 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 135 lb uplift at joint 4, 35 lb uplift at joint 5 and 231 lb uplift at joint 3. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548632J4Jack-Open 8 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:50 Page: 1 ID:MBNFh7rPL7crrJZb0vmbnRz8Nd4-pOvvLiYg37ew_A49jNGl0HblKTHMRVXnhb5cUAyFzJJ November 24,2020 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 =1.5x4 =6x8 =3x6 6 5 1 9 7 2 8 3 4 2-7-8 2-7-8 0-7-8 3-3-0 0-1-12 3-3-0 0-7-8 3-1-4 2-5-12 2-5-124-2-40-10-02-0-04-2-4Scale = 1:48 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [3:0-2-3,0-2-15] 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 0.36 Vert(LL)0.00 6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)0.00 6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.44 Horz(CT)-0.10 4 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P BCDL 9.0 Weight: 23 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-5:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 6=0-5-8 Max Horiz 6=77 (LC 14) Max Uplift 4=-504 (LC 29), 5=-957 (LC 29) Max Grav 4=163 (LC 31), 5=116 (LC 35), 6=1825 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-185/442, 2-8=-160/420, 3-8=-158/425, 3-4=-198/94 BOT CHORD 5-6=-105/9, 1-9=-326/186, 7-9=-326/186 WEBS 6-7=-1821/224, 3-7=-1806/167, 3-5=-82/967 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 957 lb uplift at joint 5 and 504 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548633J14Jack-Open 32 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:50 Page: 1 ID:k4T6IR0QN?QsjIJiiHJsjrz8IoI-pOvvLiYg37ew_A49jNGl0HbjDTGiRQunhb5cUAyFzJJ November 24,2020 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 =3x6 =3x4 =3x4 =3x6 =3x6 =6x8 =3x6 7 11 65 1 8 12 2 9 3 10 4 4-6-6 0-2-8 4-6-6 0-9-7 4-3-14 3-6-7 3-6-74-2-00-10-02-0-04-2-0Scale = 1:42.3 Plate Offsets (X, Y):[1:0-1-8,0-0-2], [3:0-2-9,0-3-0] 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)0.00 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)0.00 6-7 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.51 Horz(CT)-0.10 4 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P 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* 1-2:2x6 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* 3-6:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Except: 3-9-0 oc bracing: 7-8 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-7-6 Max Horiz 7=94 (LC 11) Max Uplift 4=-407 (LC 30), 6=-1230 (LC 30), 7=-291 (LC 10) Max Grav 4=154 (LC 31), 6=21 (LC 34), 7=2050 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 7-8=-2044/1539, 3-8=-2011/1386, 1-2=-514/592, 2-9=-487/571, 3-9=-483/582, 3-10=-119/124, 4-10=-117/125 BOT CHORD 7-11=-226/76, 6-11=-226/76, 5-6=0/0, 1-12=-504/515, 8-12=-504/515 WEBS 3-6=-424/1260 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 291 lb uplift at joint 7, 1230 lb uplift at joint 6 and 407 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 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)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply SUNDANCE APTS BLDG A R64548634J15Jack-Open 8 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:51 Page: 1 ID:?8yKHXPhCLp_wUIiforlc5z8Ijv-HbTIY2YIqQmncKfMH4n_YV8oDtZrAryxwFrA0cyFzJI November 24,2020 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 =3x6 =4x5 =1.5x4 =3x4 =3x4 =1.5x4 1 10 6 11 5 7 2 3 8 9 4 2-7-12 2-7-12 2-5-12 5-1-8 0-1-12 2-7-12 2-5-12 5-1-8 2-6-0 2-6-02-11-100-10-02-11-10Scale = 1:32.4 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.28 Vert(LL)-0.01 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.01 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 5-6 >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 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 -- 1-7-9 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)5= Mechanical, 6=0-5-8 Max Horiz 6=114 (LC 11) Max Uplift 5=-295 (LC 30), 6=-136 (LC 10) Max Grav 5=238 (LC 29), 6=725 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-195/501, 2-7=-190/509, 2-3=-180/509, 3-8=-77/46, 8-9=-67/47, 4-9=-59/54, 4-5=-262/63 BOT CHORD 1-10=-423/211, 6-10=-423/211, 6-11=-423/182, 5-11=-423/182 WEBS 3-6=-651/359, 3-5=-155/517 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-11-12 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 295 lb uplift at joint 5 and 136 lb uplift at joint 6. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548635J16Jack-Closed 12 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:51 Page: 1 ID:EZL0wE5VWl1IJjE1CVHzfCz8IcZ-HbTIY2YIqQmncKfMH4n_YV8vBtctAwhxwFrA0cyFzJI November 24,2020 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 =3x6 =4x5 =1.5x4 =1.5x4 10 1 9 6 5 2 7 3 8 4 1-3-15 3-11-11 2-7-12 2-7-12 0-1-12 2-7-12 1-3-15 3-11-11 2-6-0 2-6-02-5-140-10-02-5-14Scale = 1:34.6 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.46 Vert(LL)0.01 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)0.01 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)-0.17 4 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 5-6 >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 SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-7-9 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 6=0-5-8 Max Horiz 6=88 (LC 14) Max Uplift 4=-297 (LC 29), 5=-302 (LC 29), 6=-127 (LC 10) Max Grav 4=213 (LC 31), 5=210 (LC 35), 6=990 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-117/93, 2-7=-95/92, 3-7=-94/95, 3-8=-123/25, 4-8=-121/28 BOT CHORD 1-9=-48/133, 6-9=-48/133, 6-10=0/0, 5-10=0/0 WEBS 3-6=-491/282 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 297 lb uplift at joint 4, 302 lb uplift at joint 5 and 127 lb uplift at joint 6. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548636J17Jack-Open 6 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:51 Page: 1 ID:ueLsT1yD3?4iHCYmZJ_Powz3OfE-HbTIY2YIqQmncKfMH4n_YV8sOtXEAyHxwFrA0cyFzJI November 24,2020 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 =3x6 =3x4 1 45 2 3 3-11-11 3-11-112-5-140-10-02-5-14Scale = 1:22.8 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.46 Vert(LL)-0.06 1-4 >747 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.07 1-4 >635 240 TCDL 9.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.01 3 n/a n/a BCLL 0.0*Code IBC2015/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 SLIDER Left 2x6 DF SS or 1800F 1.6E -- 2-2-14 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 3= Mechanical, 4= Mechanical Max Horiz 1=88 (LC 10) Max Uplift 1=-23 (LC 10), 3=-88 (LC 10) Max Grav 1=320 (LC 24), 3=285 (LC 25), 4=285 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/0, 2-3=-40/58 BOT CHORD 1-5=0/0, 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 23 lb uplift at joint 1 and 88 lb uplift at joint 3. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548637J17AJack-Open 2 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:52 Page: 1 ID:4IZtvPVRTqlKA6UPhGIy6Pz3OeX-HbTIY2YIqQmncKfMH4n_YV8sMtXnAzyxwFrA0cyFzJI November 24,2020 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 =3x6 =4x5 6 1 4 5 2 3 1-11-11 1-11-111-7-140-10-01-7-14Scale = 1:22.6 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.07 Vert(LL)-0.01 1-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.01 1-4 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 1 >999 240 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 SLIDER Left 2x6 DF SS or 1800F 1.6E -- 1-7-11 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1= Mechanical, 3= Mechanical, 4= Mechanical Max Horiz 3=-390 (LC 29), 4=390 (LC 29) Max Uplift 1=-55 (LC 14) Max Grav 1=303 (LC 27), 4=268 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-481/96, 2-5=-467/97, 2-3=-460/107 BOT CHORD 1-6=-34/390, 4-6=-34/390 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1. 9)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548638J18Jack-Open 8 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:52 Page: 1 ID:5NgaAgK5SjJgKZgTgYWvtlz3OdT-ln1gmOZxbkueEUEYroID5ih7FHyJvQC48vajY3yFzJH November 24,2020 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 =3x6 =3x4 =3x8 =1.5x4 9 1 5 48 6 2 7 3 1-7-13 1-7-13 1-11-15 3-7-13 0-3-14 1-7-13 1-3-15 1-3-15 1-11-15 3-7-131-10-140-10-01-10-14Scale = 1:31.4 Plate Offsets (X, Y):[1:0-1-8,0-0-2] 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 0.33 Vert(LL)0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)0.01 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.11 Horz(CT)-0.04 3 n/a n/a BCLL 0.0*Code IBC2015/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* 1-2:2x6 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 3-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-7-12 Max Horiz 5=65 (LC 10) Max Uplift 3=-129 (LC 29), 4=-75 (LC 29), 5=-99 (LC 10) Max Grav 3=253 (LC 31), 4=257 (LC 35), 5=584 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-145/90, 2-6=-140/124, 2-7=-49/0, 3-7=-41/31 BOT CHORD 1-8=-35/145, 5-8=-35/145, 5-9=0/0, 4-9=0/0 WEBS 2-5=-350/297 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 129 lb uplift at joint 3, 75 lb uplift at joint 4 and 99 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548639J19Jack-Open 2 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:52 Page: 1 ID:YecLkyNYjInQzYlwbSTml2z8IMj-ln1gmOZxbkueEUEYroID5ih3DHxcvPR48vajY3yFzJH November 24,2020 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 =3x6 =3x6 =1.5x4 1 8 5 9 4 6 2 7 3 1-1-12 1-1-12 1-5-12 2-7-8 0-1-12 1-1-12 1-0-0 1-0-0 1-5-12 2-7-81-11-20-10-01-11-2Scale = 1:35.1 Plate Offsets (X, Y):[1:0-1-8,0-0-6] 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 0.21 Vert(LL)0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)0.00 4-5 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.06 Horz(CT)-0.02 3 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 4-5 >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 *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 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=65 (LC 14) Max Uplift 3=-117 (LC 29), 4=-77 (LC 29), 5=-34 (LC 10) Max Grav 3=253 (LC 31), 4=255 (LC 35), 5=536 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-93/106, 2-6=-91/146, 2-7=-64/5, 3-7=-50/41 BOT CHORD 1-8=-35/98, 5-8=-35/98, 5-9=0/0, 4-9=0/0 WEBS 2-5=-313/123 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 117 lb uplift at joint 3, 77 lb uplift at joint 4 and 34 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548640J20Jack-Open 10 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:52 Page: 1 ID:gPQh1DkMeWZ9Z92hMm0ozNz8IMF-ln1gmOZxbkueEUEYroID5ih51HycvQL48vajY3yFzJH November 24,2020 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 =3x6 =3x4 =1.5x4 =1.5x4 =4x8 =1.5x4 5 9 4 1 10 6 7 2 8 3 2-7-13 0-2-9 2-7-13 1-0-4 2-5-4 1-5-0 1-5-03-7-60-10-02-0-03-7-6Scale = 1:41.1 Plate Offsets (X, Y):[1:0-1-8,0-0-2], [2:0-1-12,0-0-12] 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)0.00 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 0.12 Horz(CT)-0.02 3 n/a n/a BCLL 0.0*Code IBC2015/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* 1-2:2x6 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 1-2-13 oc purlins, except end verticals. Except: 5-5-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-7-7 Max Horiz 5=79 (LC 11) Max Uplift 3=-222 (LC 31), 4=-195 (LC 31), 5=-17 (LC 10) Max Grav 3=235 (LC 33), 4=239 (LC 37), 5=759 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-751/219, 2-6=-728/149, 1-7=-158/319, 2-7=-153/325, 2-8=-110/18, 3-8=-105/40 BOT CHORD 5-9=-99/56, 4-9=-99/56, 1-10=-219/145, 6-10=-219/145 WEBS 2-4=-172/302 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 17 lb uplift at joint 5, 222 lb uplift at joint 3 and 195 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548641J21Jack-Open 2 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:53 Page: 1 ID:9ydC4dmIOxPztNdDOqYzSVz8IKv-Dzb2zkaZM20VsepkPVqSdwDAChIEesfDNYKG4VyFzJG November 24,2020 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 =3x8 =5x6 =2x4 =4x5 5 9 4 1 10 6 7 2 8 3 1-11-0 0-11-0 1-11-0 1-0-0 1-0-03-7-90-10-51-11-113-7-9Scale = 1:37.6 Plate Offsets (X, Y):[1: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 0.82 Vert(LL)0.00 4-5 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.00 4-5 >999 180 TCDL 9.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.08 3 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-R BCDL 9.0 Weight: 12 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 0-11-0 oc purlins, except end verticals. 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=185 (LC 11) Max Uplift 3=-359 (LC 30), 4=-175 (LC 11), 5=-226 (LC 10) Max Grav 3=229 (LC 31), 4=253 (LC 35), 5=714 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-664/253, 2-6=-640/268, 1-7=-111/201, 2-7=-105/208, 2-8=-143/100, 3-8=-141/104 BOT CHORD 5-9=0/0, 4-9=0/0, 1-10=-180/197, 6-10=-180/197 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 226 lb uplift at joint 5, 175 lb uplift at joint 4 and 359 lb uplift at joint 3. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548642J22Jack-Open 4 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:53 Page: 1 ID:6ERxU?ECu6eouzNT_kDLs0z8IJ0-Dzb2zkaZM20VsepkPVqSdwD7LhIGetSDNYKG4VyFzJG November 24,2020 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 =3x6 =3x4 =1.5x4 =1.5x4 =4x8 =3x4 6 10 54 1 11 7 8 2 9 3 4-0-12 0-1-14 4-0-12 1-5-0 1-5-0 2-5-14 3-10-144-0-60-10-02-0-04-0-6Scale = 1:34.5 Plate Offsets (X, Y):[1:0-1-8,0-0-2], [2:0-2-4,0-2-0] 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 0.78 Vert(LL)-0.02 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.02 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.01 3 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P BCDL 9.0 Weight: 23 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 2-7-12 oc purlins, except end verticals. Except: 5-11-0 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=90 (LC 11) Max Uplift 3=-47 (LC 30), 5=-85 (LC 30), 6=-50 (LC 10) Max Grav 3=262 (LC 31), 5=265 (LC 34), 6=528 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-506/281, 2-7=-492/216, 1-8=-145/374, 2-8=-139/381, 2-9=-52/5, 3-9=-20/30 BOT CHORD 6-10=-116/62, 5-10=-116/62, 4-5=0/0, 1-11=-266/132, 7-11=-266/132 WEBS 2-5=-98/184 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 50 lb uplift at joint 6, 47 lb uplift at joint 3 and 85 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548643J23Jack-Open 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:53 Page: 1 ID:ykRLa6LHT46tJyqypLMg2Cz8IHb-Dzb2zkaZM20VsepkPVqSdwD7thHlesMDNYKG4VyFzJG November 24,2020 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 =3x6 =3x4 =1.5x4 =1.5x4 =4x8 =3x4 6 5410 1 11 7 8 2 9 3 4-0-12 0-1-14 4-0-12 1-5-5 1-5-5 2-5-9 3-10 -144-0-60-10-02-0-04-0-6Scale = 1:34.5 Plate Offsets (X, Y):[1:0-1-8,0-0-2], [2:0-2-4,0-2-0], [5:Edge,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 0.80 Vert(LL)-0.01 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.02 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.01 3 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 9.0 Weight: 23 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 2-7-12 oc purlins, except end verticals. Except: 5-9-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=90 (LC 11) Max Uplift 3=-50 (LC 30), 5=-89 (LC 30), 6=-52 (LC 10) Max Grav 3=261 (LC 31), 5=264 (LC 34), 6=534 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-7=-513/287, 2-7=-498/221, 1-8=-150/376, 2-8=-144/384, 2-9=-52/5, 3-9=-20/30 BOT CHORD 6-10=-115/61, 5-10=-115/61, 4-5=0/0, 1-11=-269/137, 7-11=-269/137 WEBS 2-5=-98/184 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 52 lb uplift at joint 6, 50 lb uplift at joint 3 and 89 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548644J23AJack-Open 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:54 Page: 1 ID:ykRLa6LHT46tJyqypLMg2Cz8IHb-hA9QA4bB7L8MToOwyDLhA7mIQ4d2NJcNcC3qdxyFzJF November 24,2020 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 =5x6 =5x6 =6x8 =3x45 9 4 1 10 6 7 2 8 3 1-2-4 1-2-4 1-8-12 2-11-0 0-1-0 2-11-0 1-0-8 1-0-8 1-9-8 2-10-04-0-90-10-02-0-04-0-9Scale = 1:41.7 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-6-0,0-0-4], [4:0-0-0,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)-0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.01 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 IBC2015/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* 1-2:2x6 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 OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins. 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=0-3-8 Max Horiz 5=164 (LC 14) Max Uplift 3=-69 (LC 30), 4=-178 (LC 14) Max Grav 3=257 (LC 31), 4=259 (LC 35), 5=511 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-63/308, 2-7=-58/315, 2-8=-67/6, 3-8=-33/40, 5-6=-495/52, 2-6=-484/24 BOT CHORD 5-9=-132/71, 4-9=-132/71, 1-10=-172/60, 6-10=-172/60 WEBS 2-4=-143/266 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 178 lb uplift at joint 4 and 69 lb uplift at joint 3. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548645J24Jack-Open 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:54 Page: 1 ID:jM14X6GyZQh5RdeZGJjV7Ez8IGP-hA9QA4bB7L8MToOwyDLhA7mM74eCNJ7NcC3qdxyFzJF November 24,2020 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 =5x6 =5x6 =6x8 =3x45 9 4 1 10 6 7 2 8 3 1-2-4 1-2-4 1-8-12 2-11-0 0-1-0 2-11-0 1-0-8 1-0-8 1-9-8 2-10-04-0-90-10-02-0-04-0-9Scale = 1:41.7 Plate Offsets (X, Y):[1:0-1-8,0-0-6], [2:0-6-0,0-0-4], [4:0-0-0,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)-0.01 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.01 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 IBC2015/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* 1-2:2x6 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 OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins. 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=0-3-8 Max Horiz 5=164 (LC 14) Max Uplift 3=-69 (LC 30), 4=-178 (LC 14) Max Grav 3=257 (LC 31), 4=259 (LC 35), 5=511 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-63/308, 2-7=-58/315, 2-8=-67/6, 3-8=-33/40, 5-6=-495/52, 2-6=-484/24 BOT CHORD 5-9=-132/71, 4-9=-132/71, 1-10=-172/60, 6-10=-172/60 WEBS 2-4=-143/266 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 178 lb uplift at joint 4 and 69 lb uplift at joint 3. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548646J24AJack-Open 1 120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:54 Page: 1 ID:jM14X6GyZQh5RdeZGJjV7Ez8IGP-hA9QA4bB7L8MToOwyDLhA7mM74eCNJ7NcC3qdxyFzJF November 24,2020 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 =7x10 =1.5x4 =1.5x4 =2x4 =1.5x4 =7x10 =3x4 61 2 17 9 18 8 19 7 20 5 1611 4312131415 1-5-14 14 -3-6 1-5-14 -1-5-14 2-4-8 12-9-8 2-4-8 2-4-8 8-0-8 10-5-0 12-9-81-7-90-6-30-1-101-4-71-4-70-1-101-6-1Scale = 1:31.6 Plate Offsets (X, Y):[3:0-5-0,0-3-11], [4:0-5-0,0-3-11] 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)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.03 5 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-R BCDL 9.0 Weight: 55 lb FT = 20% LUMBER TOP CHORD 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 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 (4-10-1 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=12-9-8, 5=12-9-8, 7=12-9-8, 8=12-9-8, 9=12-9-8 Max Horiz 2=-23 (LC 15) Max Uplift 2=-199 (LC 10), 5=-199 (LC 11) Max Grav 2=703 (LC 32), 5=703 (LC 32), 7=318 (LC 61), 8=325 (LC 60), 9=318 (LC 59) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-11=-1840/497, 3-11=-1810/504, 3-12=-1715/487, 12-13=-1715/487, 13-14=-1715/487, 14-15=-1715/487, 4-15=-1715/487, 4-16=-1810/504, 5-16=-1840/497, 5-6=0/40 BOT CHORD 2-17=-424/1715, 9-17=-424/1715, 9-18=-424/1715, 8-18=-424/1715, 8-19=-424/1715, 7-19=-424/1715, 7-20=-424/1715, 5-20=-424/1715 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-7-7 to 8-1-15, Interior (1) 8-1-15 to 11-11-8, Exterior (2) 11-11-8 to 15-3-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2 and 199 lb uplift at joint 5. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16)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 APTS BLDG A R64548647PB1Piggyback1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:55 Page: 1 ID:A3ytpyQCOvoiDUxhj3W05Az8K36-AMjoOQcpufGC5yy7WwswjLJWtUy36nxWqspN9NyFzJE November 24,2020 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 =2x4 =5x6 =1.5x4 =2x4 =5x6 =1.5x4 =2x4 =3x4 91 2 23 12 24 11 25 10 26 8 13 22 14 2137 15 20 5 1817 1916 64 1-5-14 14 -3-6 1-5-14 -1-5-14 4-0-8 8-5-0 4-4-8 12-9-8 4-4-8 4-4-8 12-9-82-5-90-6-30-1-102-2-72-2-70-1-102-4-1Scale = 1:31.7 Plate Offsets (X, Y):[4:0-3-0,Edge], [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 0.08 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 0.10 Horz(CT)0.00 8 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S BCDL 9.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 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 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=12-9-8, 8=12-9-8, 10=12-9-8, 11=12-9-8, 12=12-9-8 Max Horiz 2=-37 (LC 19) Max Uplift 2=-62 (LC 10), 8=-65 (LC 11), 10=-87 (LC 15), 11=-68 (LC 10), 12=-92 (LC 14) Max Grav 2=364 (LC 33), 8=364 (LC 33), 10=459 (LC 33), 11=555 (LC 32), 12=459 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-13=-202/54, 13-14=-125/57, 3-14=-125/61, 3-15=-208/95, 4-15=-163/100, 4-16=-126/100, 16-17=-126/100, 5-17=-132/99, 5-18=-132/100, 18-19=-126/100, 6-19=-126/100, 6-20=-163/99, 7-20=-208/94, 7-21=-125/60, 21-22=-125/56, 8-22=-202/52, 8-9=0/40 BOT CHORD 2-23=-12/126, 12-23=-12/126, 12-24=-12/126, 11-24=-12/126, 11-25=-12/126, 10-25=-12/126, 10-26=-12/126, 8-26=-12/126 WEBS 5-11=-479/125, 3-12=-397/141, 7-10=-397/140 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-7-7 to 3-7-7, Interior (1) 3-7-7 to 5-11-0, Exterior (2) 5-11-0 to 14-4-0, Interior (1) 14-4-0 to 15-3-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 2, 65 lb uplift at joint 8, 68 lb uplift at joint 11, 92 lb uplift at joint 12 and 87 lb uplift at joint 10. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16)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 APTS BLDG A R64548648PB2Piggyback1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:55 Page: 1 ID:?ayHv4WHysGneTOAYgfLHMz8K1h-AMjoOQcpufGC5yy7WwswjLJeNUye6mRWqspN9NyFzJE November 24,2020 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 =2x4 =5x6 =1.5x4 =1.5x4 =2x4 =3x4 71 22 2 21 10 9 23 8 24 6 11 20 1912351318 14 17 15 16 4 1-5-14 -1-5-14 1-5-14 14-3-6 6-4-12 6-4-12 6-4-12 12-9-8 12 -9-83-3-110-6-33-2-3Scale = 1:30.4 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 0.11 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 0.07 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S BCDL 9.0 Weight: 59 lb FT = 20% LUMBER TOP CHORD 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 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=12-9-8, 6=12-9-8, 8=12-9-8, 9=12-9-8, 10=12-9-8 Max Horiz 2=-54 (LC 19) Max Uplift 2=-46 (LC 10), 6=-48 (LC 11), 8=-119 (LC 15), 9=-21 (LC 14), 10=-121 (LC 14) Max Grav 2=300 (LC 32), 6=300 (LC 36), 8=442 (LC 22), 9=388 (LC 42), 10=442 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-11=-83/41, 11-12=-32/53, 3-12=-31/63, 3-13=-125/72, 13-14=-112/75, 14-15=-79/78, 4-15=-42/85, 4-16=-42/88, 16-17=-79/82, 17-18=-112/76, 5-18=-125/75, 5-19=-26/63, 19-20=-27/53, 6-20=-73/20, 6-7=0/40 BOT CHORD 2-21=0/48, 10-21=0/48, 10-22=0/48, 9-22=0/48, 9-23=0/48, 8-23=0/48, 8-24=0/48, 6-24=0/48 WEBS 4-9=-303/68, 3-10=-382/151, 5-8=-382/149 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-7-7 to 3-7-7, Interior (1) 3-7-7 to 7-11-4, Exterior (2) 7-11-4 to 10-11-4, Interior (1) 10-11-4 to 15-3-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 46 lb uplift at joint 2, 48 lb uplift at joint 6, 21 lb uplift at joint 9, 121 lb uplift at joint 10 and 119 lb uplift at joint 8. 11)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548649PB3Piggyback10120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:56 Page: 1 ID:IBPLyHpLIEHOW9Dnyj4zGQz8K1J-eYHBbmcRfzO3j5XJ4eN9FYrpiuIvrD2g3WYxhqyFzJD November 24,2020 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 =2x4 =5x6 =1.5x4 =2x4 =5x6 =1.5x4 =2x4 =3x4 9113242 25 12 26 11 27 10 28 8 14 23 221573 16 21 2017 518 194 6 1-5-14 -1-5-14 1-5-14 14 -3-6 2-0-8 7-5-0 5-4-8 5-4-8 5-4-8 12-9-8 12-9-82-10-90-6-30-1-102-7-72-7-70-1-102-9-1Scale = 1:31.3 Plate Offsets (X, Y):[4:0-3-0,Edge], [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 0.08 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 0.09 Horz(CT)0.00 8 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-S BCDL 9.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 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 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=12-9-8, 8=12-9-8, 10=12-9-8, 11=12-9-8, 12=12-9-8 Max Horiz 2=-44 (LC 19) Max Uplift 2=-55 (LC 10), 8=-58 (LC 11), 10=-101 (LC 15), 11=-39 (LC 10), 12=-104 (LC 14) Max Grav 2=346 (LC 33), 8=346 (LC 33), 10=519 (LC 33), 11=423 (LC 33), 12=519 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=0/24, 2-13=0/40, 2-14=-180/47, 14-15=-70/47, 3-15=-68/54, 3-16=-210/87, 16-17=-130/91, 4-17=-115/95, 4-18=-114/103, 5-18=-115/102, 5-19=-115/103, 6-19=-114/103, 6-20=-115/95, 20-21=-130/90, 7-21=-210/86, 7-22=-68/54, 22-23=-70/44, 8-23=-180/40, 8-24=0/40, 9-24=0/24 BOT CHORD 2-25=-5/107, 12-25=-5/107, 12-26=-5/107, 11-26=-5/107, 11-27=-5/107, 10-27=-5/107, 10-28=-5/107, 8-28=-5/107 WEBS 5-11=-347/97, 3-12=-457/157, 7-10=-457/157 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-7-7 to 3-7-7, Interior (1) 3-7-7 to 6-11-0, Exterior (2) 6-11-0 to 13-2-7, Interior (1) 13-2-7 to 15-3-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 2, 58 lb uplift at joint 8, 39 lb uplift at joint 11, 104 lb uplift at joint 12 and 101 lb uplift at joint 10. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16)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 APTS BLDG A R64548650PB4Piggyback1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:57 Page: 1 ID:yJiAAqasTbDRaqXu8SjlJiz8K0K-eYHBbmcRfzO3j5XJ4eN9FYrp1uIurDpg3WYxhqyFzJD November 24,2020 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 =2x4 =5x6 =1.5x4 =2x4 =5x6 =1.5x4 =2x4 =3x4 91 24 2 21 12 22 11 23 10 8 13 20 14 197315185161746 1-5-14 -1-5-14 1-5-14 14 -3-6 3-4-8 3-4-8 3-4-8 12 -9-8 6-0-8 9-5-0 12-9-82-0-90-6-30-1-101-9-71-9-70-1-101-11-1Scale = 1:31.7 Plate Offsets (X, Y):[4:0-3-0,Edge], [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 0.11 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 IBC2015/TPI2014 Matrix-S BCDL 9.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 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 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=12-9-8, 8=12-9-8, 10=12-9-8, 11=12-9-8, 12=12-9-8 Max Horiz 2=-30 (LC 19) Max Uplift 2=-60 (LC 10), 8=-63 (LC 11), 10=-77 (LC 15), 11=-94 (LC 10), 12=-83 (LC 14) Max Grav 2=339 (LC 33), 8=339 (LC 33), 10=401 (LC 33), 11=674 (LC 32), 12=401 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-13=-133/41, 13-14=-99/59, 3-14=-98/68, 3-15=-169/83, 4-15=-163/86, 4-16=-116/75, 5-16=-121/75, 5-17=-121/75, 6-17=-116/75, 6-18=-163/85, 7-18=-169/83, 7-19=-98/68, 19-20=-99/59, 8-20=-133/39, 8-9=0/40 BOT CHORD 2-21=-8/116, 12-21=-8/116, 12-22=-8/116, 11-22=-8/116, 11-23=-8/116, 10-23=-8/116, 10-24=-8/116, 8-24=-8/116 WEBS 5-11=-597/144, 3-12=-337/112, 7-10=-337/107 NOTES 1)Wind: ASCE 7-10; 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 (2) 0-7-7 to 3-7-7, Interior (1) 3-7-7 to 4-11-0, Exterior (2) 4-11-0 to 9-1-15, Interior (1) 9-1-15 to 10-11-8, Exterior (2) 10-11-8 to 15-3-1 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Roof live (Construction) load check assumes a transverse pitch of 5.00 / 12 on flat section(s). 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 2, 63 lb uplift at joint 8, 94 lb uplift at joint 11, 83 lb uplift at joint 12 and 77 lb uplift at joint 10. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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. 15)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16)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 APTS BLDG A R64548651PB5Piggyback1120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:57 Page: 1 ID:CxRZ1b78KwLHxVKVeK?mViz8K_K-6lqZp5d3QGWwKF6VeLuOomO_NId7agdpIAIUEGyFzJC November 24,2020 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 1-10-83-3-0Scale = 1:27.1 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 0.25 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/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 11) Max Uplift 1=-68 (LC 26), 4=-68 (LC 26), 5=-119 (LC 8), 6=-68 (LC 9) Max Grav 1=250 (LC 24), 4=134 (LC 27), 5=281 (LC 34), 6=281 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-212/106, 1-2=-203/203, 2-7=-57/62, 3-7=-57/62, 3-4=0/0, 3-5=-209/57 BOT CHORD 6-8=-57/62, 5-8=-57/62 WEBS 2-5=-223/223 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 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. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548652SP1Blocking42120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:58 Page: 1 ID:WvXmvsRWfP4pWF9RXjTKQhz8Jyd-axOx0RehAaenyPhiB2PdKzx7vh0TJ7MzXq11miyFzJB November 24,2020 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 1-8-7 1-8-73-3-0Scale = 1:27.1 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 0.25 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 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 IBC2015/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=1-8-7, 4=1-8-7, 5=1-8-7, 6=1-8-7 Max Horiz 1=113 (LC 11) Max Uplift 1=-72 (LC 9), 4=-41 (LC 26), 5=-125 (LC 8), 6=-64 (LC 9) Max Grav 1=252 (LC 24), 4=140 (LC 27), 5=276 (LC 34), 6=276 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-184/104, 1-2=-203/203, 2-7=-57/62, 3-7=-57/62, 3-4=0/0, 3-5=-181/54 BOT CHORD 6-8=-57/62, 5-8=-57/62 WEBS 2-5=-245/245 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 64 lb uplift at joint 6, 72 lb uplift at joint 1, 41 lb uplift at joint 4 and 125 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548653SP1ABlocking4120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:58 Page: 1 ID:bi4ktrum0orjSgWtSGoaIcz3?EW-axOx0RehAaenyPhiB2PdKzx7wh0kJ7EzXq11miyFzJB November 24,2020 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 1-10 -81-3-0Scale = 1:19 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)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 9.0 Rep Stress Incr YES WB 0.01 Horiz(TL)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/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 10) Max Uplift 1=-163 (LC 26), 4=-163 (LC 26), 5=-49 (LC 8), 6=-46 (LC 9) Max Grav 1=242 (LC 24), 4=71 (LC 27), 5=318 (LC 26), 6=318 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-305/65, 1-2=-66/66, 2-7=-18/20, 3-7=-18/20, 3-4=0/0, 3-5=-305/75 BOT CHORD 6-8=-18/20, 5-8=-18/20 WEBS 2-5=-39/39 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 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. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548654SP2Blocking64120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:58 Page: 1 ID:6tvUQTpzLx_Qk01PrkWbADz8Jy8-axOx0RehAaenyPhiB2PdKzx9Wh0VJ8TzXq11miyFzJB November 24,2020 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 1-9-0 1-9-01-3-0Scale = 1:19 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 0.11 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 IBC2015/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=1-9-0, 4=1-9-0, 5=1-9-0, 6=1-9-0 Max Horiz 1=-37 (LC 10) Max Uplift 1=-140 (LC 26), 4=-140 (LC 26), 5=-44 (LC 8), 6=-41 (LC 9) Max Grav 1=244 (LC 24), 4=77 (LC 27), 5=293 (LC 26), 6=293 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-280/54, 1-2=-66/66, 2-7=-18/20, 3-7=-18/20, 3-4=0/0, 3-5=-280/64 BOT CHORD 6-8=-18/20, 5-8=-18/20 WEBS 2-5=-40/40 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 41 lb uplift at joint 6, 140 lb uplift at joint 1, 140 lb uplift at joint 4 and 44 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548655SP2ABlocking4120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:59 Page: 1 ID:y_vnAiK_bg?LGZ7uIr5V1Kz34?y-27yJEnfKxumeaZGulmwstBTJM5Mx2ai6lUnbI9yFzJA November 24,2020 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 1-9-12 1-9-121-3-0Scale = 1:19 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 0.12 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 IBC2015/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=1-9-12, 4=1-9-12, 5=1-9-12, 6=1-9-12 Max Horiz 1=-37 (LC 8) Max Uplift 1=-151 (LC 26), 4=-151 (LC 26), 5=-46 (LC 8), 6=-43 (LC 9) Max Grav 1=243 (LC 24), 4=74 (LC 27), 5=306 (LC 26), 6=306 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-293/59, 1-2=-66/66, 2-7=-18/20, 3-7=-18/20, 3-4=0/0, 3-5=-293/69 BOT CHORD 6-8=-18/20, 5-8=-18/20 WEBS 2-5=-39/39 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 43 lb uplift at joint 6, 151 lb uplift at joint 1, 151 lb uplift at joint 4 and 46 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548656SP2BBlocking2120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:59 Page: 1 ID:cqhAqRtrlpopneek?VvIu1z34?E-27yJEnfKxumeaZGulmwstBTJJ5Mr2ai6lUnbI9yFzJA November 24,2020 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 5 712 3 4 1-4-15 1-4-151-3-0Scale = 1:22.4 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 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 IBC2015/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=1-4-15, 4=1-4-15, 5=1-4-15, 6=1-4-15 Max Horiz 1=-37 (LC 8) Max Uplift 1=-78 (LC 26), 4=-78 (LC 26), 5=-34 (LC 8), 6=-29 (LC 9) Max Grav 1=249 (LC 24), 4=92 (LC 27), 5=273 (LC 33), 6=273 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-216/39, 1-2=-66/66, 2-7=-18/20, 3-7=-18/20, 3-4=0/0, 3-5=-216/37 BOT CHORD 6-8=-18/20, 5-8=-18/20 WEBS 2-5=-45/45 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 29 lb uplift at joint 6, 78 lb uplift at joint 1, 78 lb uplift at joint 4 and 34 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548657SP2CBlocking4120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:59 Page: 1 ID:NMuRHweh6DFJm0StEBvVGzz30yb-27yJEnfKxumeaZGulmwstBTJb5MO2ag6lUnbI9yFzJA November 24,2020 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 1-3-8 1-3-81-3-0Scale = 1:22.4 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 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 0.02 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/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=1-3-8, 4=1-3-8, 5=1-3-8, 6=1-3-8 Max Horiz 1=-37 (LC 8) Max Uplift 1=-57 (LC 26), 4=-57 (LC 26), 5=-32 (LC 8), 6=-26 (LC 9) Max Grav 1=250 (LC 24), 4=97 (LC 27), 5=269 (LC 33), 6=269 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-193/36, 1-2=-66/66, 2-7=-18/20, 3-7=-18/20, 3-4=0/0, 3-5=-193/28 BOT CHORD 6-8=-18/20, 5-8=-18/20 WEBS 2-5=-48/48 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 26 lb uplift at joint 6, 57 lb uplift at joint 1, 57 lb uplift at joint 4 and 32 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548658SP2DBlocking2120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:42:59 Page: 1 ID:oZk7JqvYOUUQs8z3ulH716z30wy-27yJEnfKxumeaZGulmwstBTKg5MX2af6lUnbI9yFzJA November 24,2020 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 1-10-83-10-6Scale = 1:29.6 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 0.37 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 IBC2015/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=-94 (LC 9), 4=-49 (LC 26), 5=-161 (LC 8), 6=-78 (LC 9) Max Grav 1=251 (LC 24), 4=145 (LC 27), 5=279 (LC 34), 6=280 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-194/127, 1-2=-245/245, 2-7=-69/75, 3-7=-69/75, 3-4=0/0, 3-5=-191/65 BOT CHORD 6-8=-69/75, 5-8=-69/75 WEBS 2-5=-314/314 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 78 lb uplift at joint 6, 94 lb uplift at joint 1, 49 lb uplift at joint 4 and 161 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548659SP3Blocking24120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:00 Page: 1 ID:OyrMaD5haFTONEalG0HIV1z301v-WKWhR7fyiBvVBjr4JTS5QO0QaVixn0KF_8W8qbyFzJ9 November 24,2020 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 1-6-0 1-6-03-10-6Scale = 1:34 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 0.37 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 IBC2015/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=-137 (LC 9), 4=-13 (LC 8), 5=-198 (LC 8), 6=-74 (LC 9) Max Grav 1=255 (LC 24), 4=156 (LC 27), 5=269 (LC 34), 6=269 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-137/127, 1-2=-245/245, 2-7=-69/75, 3-7=-69/75, 3-4=0/0, 3-5=-134/62 BOT CHORD 6-8=-69/75, 5-8=-69/75 WEBS 2-5=-403/403 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 74 lb uplift at joint 6, 137 lb uplift at joint 1, 13 lb uplift at joint 4 and 198 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548660SP3ABlocking4120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:00 Page: 1 ID:_BlVfegoG?Wa7cFz458ZR9z3019-WKWhR7fyiBvVBjr4JTS5QO0QaViUn?oF_8W8qbyFzJ9 November 24,2020 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 1-10-81-10-8Scale = 1:21.5 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 0.09 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 0.03 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P 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 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=-60 (LC 8) Max Uplift 1=-126 (LC 26), 4=-126 (LC 26), 5=-60 (LC 8), 6=-50 (LC 9) Max Grav 1=245 (LC 24), 4=98 (LC 27), 5=285 (LC 33), 6=285 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-267/67, 1-2=-109/109, 2-7=-30/33, 3-7=-30/33, 3-4=0/0, 3-5=-267/59 BOT CHORD 6-8=-30/33, 5-8=-30/33 WEBS 2-5=-79/79 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 50 lb uplift at joint 6, 126 lb uplift at joint 1, 126 lb uplift at joint 4 and 60 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548661SP4Blocking8120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:00 Page: 1 ID:wmlQbL6tcz0jAaMCmcQACyz7yvJ-WKWhR7fyiBvVBjr4JTS5QO0UtVizn1jF_8W8qbyFzJ9 November 24,2020 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 1-9-8 1-9-81-10-1Scale = 1:21.4 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 0.09 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/TPI2014 Matrix-P 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 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=1-9-8, 4=1-9-8, 5=1-9-8, 6=1-9-8 Max Horiz 1=-59 (LC 8) Max Uplift 1=-113 (LC 26), 4=-113 (LC 26), 5=-57 (LC 8), 6=-47 (LC 9) Max Grav 1=246 (LC 24), 4=101 (LC 27), 5=283 (LC 33), 6=283 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-254/63, 1-2=-106/106, 2-7=-30/32, 3-7=-30/32, 3-4=0/0, 3-5=-254/53 BOT CHORD 6-8=-30/32, 5-8=-30/32 WEBS 2-5=-79/79 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 47 lb uplift at joint 6, 113 lb uplift at joint 1, 113 lb uplift at joint 4 and 57 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548662SP4ABlocking2120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:01 Page: 1 ID:Y4IA33X5zL8?E5KWv28Fe9z30sH-_W44eTgaTV1MptQHtBzKycYfiv2LWUyPDoGiN1yFzJ8 November 24,2020 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 1-3-7 1-3-71-10-1Scale = 1:24.9 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 0.07 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 0.04 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IBC2015/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=1-3-7, 4=1-3-7, 5=1-3-7, 6=1-3-7 Max Horiz 1=-59 (LC 8) Max Uplift 1=-28 (LC 9), 4=-26 (LC 26), 5=-54 (LC 8), 6=-34 (LC 9) Max Grav 1=252 (LC 24), 4=121 (LC 27), 5=268 (LC 33), 6=268 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-163/53, 1-2=-106/106, 2-7=-30/32, 3-7=-30/32, 3-4=0/0, 3-5=-163/32 BOT CHORD 6-8=-30/32, 5-8=-30/32 WEBS 2-5=-105/105 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 34 lb uplift at joint 6, 28 lb uplift at joint 1, 26 lb uplift at joint 4 and 54 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548663SP4BBlocking8120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:01 Page: 1 ID:YdM0ChxQzoRAJKx3vBlD0Kz30rl-_W44eTgaTV1MptQHtBzKycYf3v20WUpPDoGiN1yFzJ8 November 24,2020 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 7 6 9 5 1 2 8 3 4 0-4-0 1-0-0 1-0-01-10-1Scale = 1:27.5 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 0.08 Vert(LL)0.00 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 5-6 >999 240 TCDL 9.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IBC2015/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)5=1-0-0, 6=1-0-0 Max Horiz 6=-59 (LC 8) Max Uplift 5=-83 (LC 9), 6=-82 (LC 8) Max Grav 5=264 (LC 31), 6=342 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-332/143, 1-2=0/0, 2-8=-30/33, 3-8=-30/33, 3-4=0/0, 3-5=-259/66 BOT CHORD 6-7=0/0, 6-9=-83/85, 5-9=-83/85 WEBS 2-5=-139/139 NOTES 1)Wind: ASCE 7-10; 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 (2) 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)Roof live (Construction) load check assumes a transverse pitch of 6.00 / 12 on flat section(s). 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 82 lb uplift at joint 6 and 83 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 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 APTS BLDG A R64548664SP4CBlocking6120-044555T Job Reference (optional) BMC (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.33 S Oct 7 2020 Print: 8.330 S Oct 7 2020 MiTek Industries, Inc. Tue Nov 24 12:43:01 Page: 1 ID:OU_Y8s3qWtcCQNOtC8wV9Sz30p?-_W44eTgaTV1MptQHtBzKycYfqv3EWUcPDoGiN1yFzJ8 November 24,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths