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HomeMy WebLinkAboutTRUSS SPECS - M19-00032 - 2379 Diamond H Ln - New SFRMiTek 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. July 30,2019 Hernandez, Marcos Pages or sheets covered by this seal: R58969718 thru R58969752 My license renewal date for the state of Idaho is January 31, 2020. Idaho COA: 853 19-055092T 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) R58969718 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:30:59 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:sg4V1fgr_5wpNciQhd9Kbryu988-B_?bPVUVFSSgG5V?1O3N9AIg9Aya4ZP7AnchINyt87Q Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 47 46 45 44 48 49 50 51 52 4143 42 53 54 55 56 57 7x10 5x6 5x8 5x6 3x6 5x6 4x12 5x6 2x4 3x8 4x5 3x6 4x12 2x4 4x12 3x6 3x6 2x4 3x8 2x4 3x8 2x4 3x8 4x8 4x8 10-7-810-7-8 10-10-40-2-12 17-6-46-8-0 25-1-157-7-11 31-9-96-7-10 36-1-144-4-5 -2-0-0 2-0-0 6-5-0 6-5-0 10-10-4 4-5-4 17-6-4 6-8-0 21-4-1 3-9-14 25-1-15 3-9-14 31-9-9 6-7-10 36-1-14 4-4-5 0- 3 - 1 5 5- 9 - 1 0 10 - 1 0 - 1 2 7-1 1 - 1 4 10 - 1 0 - 1 2 3.75 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge], [7:0-5-0,0-3-0], [14:0-4-0,0-1-9], [18:0-3-0,0-2-3], [29:0-3-0,0-3-0], [37:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.27 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 -0.03 0.01 (loc) 23-24 23-24 22 23-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 14-18: 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* 5-37,7-37,7-33,10-33: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* 31-42,15-48,26-50,19-51: 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.): 14-18. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 14-29, 18-25, 21-22, 17-50 JOINTS 1 Brace at Jt(s): 41, 43, 44, 45, 48, 49, 51 REACTIONS.All bearings 16-11-8 except (jt=length) 22=Mechanical. (lb) - Max Horz 37=387(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 29, 22, 30, 31, 32, 34, 35, 36 except 37=-897(LC 8), 33=-368(LC 40), 28=-112(LC 9) Max Grav All reactions 250 lb or less at joint(s) 33, 31, 35, 36 except 37=2150(LC 40), 29=365(LC 37), 22=642(LC 20), 30=335(LC 37), 32=349(LC 37), 34=352(LC 40), 28=740(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/1511, 3-4=-720/1517, 4-5=-741/1598, 5-6=-1064/2429, 6-7=-1053/2481, 7-8=-270/629, 8-9=-248/647, 9-10=-217/644, 10-11=-231/706, 11-12=-242/721, 19-20=-257/69, 21-22=-504/51 BOT CHORD 2-40=-1425/772, 39-40=-1425/772, 38-39=-1425/772, 37-38=-1425/772, 36-37=-2236/950, 35-36=-2254/957, 34-35=-2254/957, 33-34=-2254/957, 32-33=-298/158, 31-32=-298/158, 30-31=-298/158, 29-30=-298/158 WEBS 5-47=-968/413, 46-47=-962/419, 37-46=-993/424, 7-37=-1338/534, 7-45=-800/1950, 44-45=-771/1880, 33-44=-780/1902, 14-29=-450/106, 14-48=-117/362, 48-49=-115/369, 49-50=-110/338, 25-50=-108/337, 25-51=-22/321, 51-52=-17/349, 21-52=-12/347, 12-41=-198/411, 29-41=-185/383, 33-43=-638/245, 42-43=-670/261, 12-42=-846/302, 13-41=-315/93, 30-41=-306/94, 11-43=-311/94, 32-43=-324/95, 9-44=-277/88, 34-44=-323/107, 7-36=-577/218, 15-48=-579/106, 28-48=-600/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. Continued on page 2 July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) R58969718 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:00 2019 Page 2 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:sg4V1fgr_5wpNciQhd9Kbryu988-fAZzdrV70maWtF4Ca5achOrrvZIpp0fGPRMEqpyt87P NOTES- 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 22, 30, 31, 32, 34, 35, 36 except (jt=lb) 37=897, 33=368, 28=112. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A02 Truss Type Roof Special Qty 8 Ply 1 Job Reference (optional) R58969719 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:02 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:3ireFbjrvddfZtvUlJmZauyu9Af-bZhk1WWNYNrE7ZEaiWc4mpw9iNysHyMZtlrLviyt87N Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 7x10 5x6 5x8 5x6 3x6 5x8 4x12 5x6 2x4 4x8 4x8 3x4 5x6 10-7-810-7-8 17-6-46-10-12 25-1-157-7-11 31-9-96-7-10 36-1-144-4-5 -2-0-0 2-0-0 6-5-0 6-5-0 11-11-10 5-6-10 17-6-4 5-6-10 21-4-1 3-9-14 25-1-15 3-9-14 31-9-9 6-7-10 36-1-14 4-4-5 0- 3 - 1 5 5- 9 - 1 0 10 - 1 0 - 1 2 7- 1 1 - 1 4 10 - 1 0 - 1 2 3.75 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-7,Edge], [3:0-4-12,Edge], [3:0-0-0,0-1-12], [4:0-2-12,0-0-0], [8:0-4-0,0-1-9], [9:0-3-0,0-2-3], [13:0-3-0,0-3-4], [15:0-4-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.42 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 -0.01 -0.07 (loc) 13-14 13-14 11 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 8-9: 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* 6-14,4-15,5-15,5-14: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 1 Row at midpt 8-13, 8-12, 9-12, 10-11, 7-13, 7-14 REACTIONS.(lb/size)15=2763/0-5-8, 11=938/Mechanical Max Horz 15=387(LC 12) Max Uplift 15=-809(LC 8), 11=-140(LC 12) Max Grav 15=2763(LC 1), 11=1344(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-791/1637, 4-5=-1045/2495, 5-6=-1077/413, 6-7=-1296/480, 7-8=-1029/150, 8-9=-430/135, 9-10=-651/98, 10-11=-1318/151 BOT CHORD 2-15=-1478/815, 14-15=-1536/759, 13-14=-159/1013, 12-13=-108/753 WEBS 6-14=-638/172, 8-13=-136/817, 8-12=-678/107, 9-12=-515/151, 10-12=-108/893, 7-13=-598/270, 7-14=-666/403, 4-15=-907/358, 5-15=-2417/647, 5-14=-403/1880 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 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) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=809, 11=140. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) R58969720 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:04 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:BRYhsItVGieaWxk6W?ti90yu92j-XxpUSCYd3_5yMsOzpxfYsE?V_Be7lvwsK3KS_ayt87L Scale = 1:68.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 5x6 5x6 5x8 3x6 5x8 7x10 4x8 5x8 5x8 3x6 2x4 4x5 3x4 9-2-89-2-8 9-5-40-2-12 17-6-48-1-0 25-1-157-7-11 31-9-96-7-10 36-1-144-4-5 -2-0-0 2-0-0 6-5-0 6-5-0 11-11-10 5-6-10 17-6-4 5-6-10 21-4-1 3-9-14 25-1-15 3-9-14 31-9-9 6-7-10 36-1-14 4-4-5 0- 3 - 1 5 5- 9 - 1 0 10 - 1 0 - 1 2 7- 1 1 - 1 4 10 - 1 0 - 1 2 3.75 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [7:0-3-0,0-2-3], [8:0-4-0,0-1-9], [9:Edge,0-1-12], [12:0-4-0,0-3-0], [14:0-4-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.37 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.02 -0.07 (loc) 12-13 12-13 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-14,4-14,4-13,5-13: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt 4-14, 7-12, 8-12, 8-11, 9-10, 6-12, 6-13 REACTIONS.(lb/size)14=2630/0-5-8, 10=1070/Mechanical Max Horz 14=387(LC 12) Max Uplift 14=-746(LC 8), 10=-168(LC 12) Max Grav 14=2630(LC 1), 10=1437(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/1642, 3-4=-966/2301, 4-5=-1244/209, 5-6=-1507/243, 6-7=-1150/187, 7-8=-799/195, 8-9=-695/108, 9-10=-1412/178 BOT CHORD 2-14=-1482/819, 13-14=-854/521, 12-13=-210/1089, 11-12=-56/463 WEBS 3-14=-770/299, 4-14=-2544/662, 4-13=-271/1434, 5-13=-753/208, 7-12=-194/272, 8-12=-142/692, 8-11=-771/155, 9-11=-118/958, 6-12=-699/192, 6-13=-407/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 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) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=746, 10=168. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A04 Truss Type Roof Special Qty 6 Ply 1 Job Reference (optional) R58969721 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:06 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:jWWkDm3XVdfJRPzBSMASpOyu92T-UKwEtuZubcLgbAXMxMh0xf5sy_KXDjG9nNpY2Tyt87J Scale = 1:70.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 5x6 5x6 9x12 MT18HS 2x4 3x6 5x8 6x8 5x6 5x8 4x8 3x6 3x4 9-2-89-2-8 9-5-40-2-12 17-6-48-1-0 25-1-157-7-11 31-9-96-7-10 32-7-140-10-5 -2-0-0 2-0-0 6-5-0 6-5-0 11-11-10 5-6-10 17-6-4 5-6-10 21-4-1 3-9-14 25-1-15 3-9-14 31-9-9 6-7-10 32-7-14 0-10-5 0-3 - 1 5 5- 9 - 1 0 10 - 1 0 - 1 2 10 - 3 - 1 4 10 - 1 0 - 1 2 3.75 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [3:0-4-0,Edge], [7:0-3-0,0-2-3], [8:0-8-8,0-1-12], [12:0-2-12,0-3-0], [13:0-4-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.37 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 -0.01 -0.07 (loc) 11-12 10-11 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 7-8: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* 3-13,4-13,4-12,5-12: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt 7-11, 9-10, 6-11, 6-12, 8-10 REACTIONS.(lb/size)13=2494/0-5-8, 10=864/0-3-8 Max Horz 13=441(LC 12) Max Uplift 13=-723(LC 8), 10=-191(LC 12) Max Grav 13=2494(LC 1), 10=1110(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/1642, 3-4=-965/2251, 4-5=-1009/256, 5-6=-1236/298, 6-7=-840/105, 7-8=-558/128 BOT CHORD 2-13=-1482/818, 12-13=-870/470, 11-12=-198/842 WEBS 3-13=-710/299, 4-13=-2381/633, 4-12=-246/1292, 5-12=-671/187, 7-11=-338/139, 8-11=-191/916, 6-11=-694/195, 6-12=-421/353, 8-10=-1299/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=723, 10=191. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss A05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) R58969722 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:08 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:rHK4W1QMRrR210FyCgiU1jyu92?-Qi2?Iab87DbOrUhk2njU04AF0o?ihfTSFhIf7Lyt87H Scale = 1:67.1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 2x4 4x5 6x8 6x8 2x4 5x8 4x8 3x6 3x6 3x6 3x6 8-3-128-3-12 15-11-77-7-11 23-5-67-5-15 4-1-14 4-1-14 8-3-12 4-1-14 12-1-9 3-9-14 15-11-7 3-9-14 22-7-1 6-7-10 23-5-6 0-10-5 3- 2 - 7 5- 9 - 1 0 10 - 1 0 - 1 2 10 - 3 - 1 4 10 - 1 0 - 1 2 3.75 12 8.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-14], [6:0-4-12,0-2-0], [10:0-2-12,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.39 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.02 0.03 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 5-6: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* 3-10,1-11,2-10,2-11: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 7-8, 6-8, 4-9 REACTIONS.(lb/size)8=1135/0-3-8, 11=1135/0-5-8 Max Horz 11=300(LC 12) Max Uplift 8=-255(LC 12), 11=-172(LC 12) Max Grav 8=1240(LC 35), 11=1135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1305/174, 3-4=-1659/300, 4-5=-925/153, 5-6=-615/167 BOT CHORD 10-11=-432/916, 9-10=-287/1001 WEBS 3-10=-784/223, 5-9=-283/108, 6-9=-263/1038, 6-8=-1418/292, 4-9=-872/296, 4-10=-231/737, 2-10=0/524, 2-11=-1291/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=255, 11=172. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss B01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969723 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:12 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:2aRjUYAxMUYBxHX6KlTuQNytBi3-IUHW8xefBS5qJ5?VHcoQAwLxnPOSddB2AJGtG7yt87D Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 51 50 49 48 53 54 55 56 47 46 52 5x6 5x8 5x6 5x6 5x6 3x6 3x4 7x10 4x5 3x8 3x8 3x6 3x6 3x6 3x8 3x6 3x6 3x6 7-10-17-10-1 15-7-57-9-4 22-2-156-7-10 30-0-37-9-4 37-10-47-10-1 -2-0-0 2-0-0 7-10-1 7-10-1 15-7-5 7-9-4 22-2-15 6-7-10 30-0-3 7-9-4 37-10-4 7-10-1 39-10-4 2-0-0 0- 5 - 1 4 10 - 1 0 - 1 2 0- 5 - 1 4 10 - 1 0 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [6:0-3-0,0-3-0], [11:0-6-4,0-2-4], [15:0-4-4,0-2-4], [20:0-3-0,0-3-0], [24:0-0-0,0-0-1], [33:0-3-8,Edge], [37:0-2-11,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.28 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 353 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 6-42,20-29: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* 36-47,10-48,14-52,16-53: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-38, 15-33, 36-47, 10-48, 14-52, 16-53 JOINTS 1 Brace at Jt(s): 46, 47, 49, 50, 52, 54, 55 REACTIONS.All bearings 37-10-4. (lb) - Max Horz 2=-308(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 38, 33, 24, 35, 36, 40, 41, 43, 44, 34, 31, 30, 28, 27 except 39=-103(LC 10), 45=-130(LC 16), 32=-102(LC 11), 26=-130(LC 16) Max Grav All reactions 250 lb or less at joint(s) 42, 29, 38, 33, 35, 36, 40, 41, 43, 44, 45, 34, 31, 30, 28, 27, 26 except 2=503(LC 16), 24=502(LC 16), 39=255(LC 1), 32=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 36-38=-123/270, 35-36=-123/270, 34-35=-123/270, 33-34=-123/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 29, 38, 33, 24, 35, 36, 40, 41, 43, 44, 34, 31, 30, 28, 27 except (jt=lb) 39=103, 45=130, 32=102, 26=130.Continued on page 2 July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss B01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969723 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:12 2019 Page 2 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:2aRjUYAxMUYBxHX6KlTuQNytBi3-IUHW8xefBS5qJ5?VHcoQAwLxnPOSddB2AJGtG7yt87D NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss B02 Truss Type Common Qty 8 Ply 1 Job Reference (optional) R58969724 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:13 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:CzFBRz7AvS3VSDOhzacJ3KytBxd-ngruLHfHylDgxFairKJfj7t?RpilM3BBOz?QoZyt87C Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 14 13 12 1115161718 19 5x8 9x12 MT18HS 9x12 MT18HS 5x8 3x4 3x4 5x6 5x6 5x8 3x4 3x4 5x6 1.5x4 1.5x4 7-10-17-10-1 7-11-130-1-12 15-7-57-7-8 22-2-156-7-10 29-10-77-7-8 30-0-30-1-12 37-10-47-10-1 -2-0-0 2-0-0 7-10-1 7-10-1 7-11-13 0-1-12 15-7-5 7-7-8 22-2-15 6-7-10 29-10-7 7-7-8 30-0-3 0-1-12 37-10-4 7-10-1 39-10-4 2-0-0 0-5 - 1 4 10 - 1 0 - 1 2 0- 5 - 1 4 10 - 1 0 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-2-8], [2:0-1-6,0-0-15], [2:0-3-2,0-0-0], [4:0-4-0,0-3-4], [5:0-2-0,0-6-12], [6:0-2-0,0-6-12], [7:0-4-0,0-3-4], [9:0-0-2,0-2-8], [9:0-7-11,0-0-15], [9:0-3-2,0-0-0], [12:0-3-12,0-3-0], [13:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.40 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.11 0.06 (loc) 12-13 13-14 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-14,7-11: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 4-6-14, Right 2x4 DF Stud/Std 4-7-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 4-13, 7-12 REACTIONS.(lb/size)2=2026/0-5-8, 9=2026/0-5-8 Max Horz 2=-308(LC 8) Max Uplift 2=-371(LC 10), 9=-371(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2742/424, 4-5=-2075/377, 5-6=-1573/393, 6-7=-2078/377, 7-9=-2742/424 BOT CHORD 2-14=-389/2161, 13-14=-389/2158, 12-13=-152/1573, 11-12=-181/2093, 9-11=-181/2094 WEBS 5-13=-122/626, 6-12=-99/571, 4-14=0/271, 7-11=0/273, 4-13=-758/321, 7-12=-759/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 16%, joint 6 = 16% 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=371, 9=371. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss B03 Truss Type Common Qty 7 Ply 1 Job Reference (optional) R58969725 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:15 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:X3RWBBtheb8whK9eqw4ssoytBmK-j3zemzgXUNTOAZj4zlL7oYzNJcKaqyAUsHUXsRyt87A Scale = 1:75.4 1 2 3 4 5 6 7 11 10 9 812131415 16 7x10 9x12 MT18HS 9x12 MT18HS 7x10 5x6 5x6 5x8 5x6 1.5x4 1.5x4 7-11-137-11-13 9-0-41-0-7 15-7-56-7-1 22-2-156-7-10 29-10-77-7-8 30-4-00-5-9 37-10-47-6-4 -2-0-0 2-0-0 7-11-13 7-11-13 9-0-4 1-0-7 15-7-5 6-7-1 22-2-15 6-7-10 29-10-7 7-7-8 30-4-0 0-5-9 37-10-4 7-6-4 0- 5 - 1 4 10 - 1 0 - 1 2 0- 5 - 1 4 10 - 1 0 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [4:0-2-0,0-6-12], [5:0-9-12,0-2-0], [7:Edge,0-1-1], [9:0-4-0,0-3-0], [10:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.63 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.27 0.11 0.12 (loc) 9-10 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 3-11,6-8: 2x4 DF Stud/Std WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 3-10, 6-9 REACTIONS.(lb/size)2=2041/0-5-8, 7=1835/Mechanical Max Horz 2=298(LC 9) Max Uplift 2=-373(LC 10), 7=-310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2794/430, 3-4=-2106/381, 4-5=-1599/400, 5-6=-2120/389, 6-7=-2855/453 BOT CHORD 2-11=-418/2185, 10-11=-419/2181, 9-10=-165/1592, 8-9=-257/2209, 7-8=-256/2211 WEBS 4-10=-126/640, 5-9=-104/601, 3-11=0/290, 6-8=0/297, 3-10=-789/329, 6-9=-862/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=373, 7=310. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss B04 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969726 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:16 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:C01FUcWVSLlvuvp5GYmzfDyt8ZV-BFX0_Jh9FgbFoiIHWStMLmVdk0lbZSUd5xE4Puyt879 Scale = 1:39.3 1 2 3 4 5 6 7 8 9 10 111918171615141312 4x5 3x6 3x4 3x6 16-5-616-5-6 -2-0-0 2-0-0 8-2-11 8-2-11 16-5-6 8-2-11 18-5-6 2-0-0 0- 4 - 7 5-1 0 - 4 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [10:0-2-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-5-6. (lb) - Max Horz 2=-179(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 19=-181(LC 16), 12=-181(LC 16) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 19, 14, 13, 12 except 2=537(LC 16), 10=537(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14, 13, 10 except (jt=lb) 19=181, 12=181. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss C01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969727 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:18 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:8qFIysDAifI3p6FYDqdFi9ytAet-7efnO_jPmIsz10SfetvqQBbt8qUv1H5wYFjBTmyt877 Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 19 18 17 16 21 20 22 24 23 5x6 5x6 3x8 3x8 4x5 6x8 4x5 6x8 2x4 2x4 6x8 6x8 5x6 1.5x4 1.5x4 2x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4-9-74-9-7 12-0-157-3-8 19-4-77-3-8 24-1-144-9-7 -2-0-0 2-0-0 4-9-7 4-9-7 8-4-1 3-6-10 8-11-10 0-7-9 12-0-15 3-1-5 15-2-4 3-1-5 15-9-13 0-7-9 19-4-7 3-6-10 24-1-14 4-9-7 26-1-14 2-0-0 2- 3 - 4 12 - 4 - 0 2- 3 - 4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-0,Edge], [12:0-3-0,Edge], [14:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.08 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.00 -0.00 (loc) 17-18 17-18 17 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-8,8-12: 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 Stud/Std *Except* 11-17,5-18: 2x6 DF 1800F 1.6E or 2x6 DF SS 6-10: 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 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20, 23, 24 REACTIONS.All bearings 24-1-14. (lb) - Max Horz 19=-306(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 19=-168(LC 11), 16=-167(LC 10), 17=-262(LC 11), 18=-263(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 19=944(LC 1), 16=944(LC 1), 16=944(LC 1), 17=871(LC 20), 18=873(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/133, 3-5=-610/154, 5-6=-784/234, 6-7=-297/92, 9-10=-297/92, 10-11=-784/234, 11-13=-610/153, 13-14=-770/132, 2-19=-963/154, 14-16=-963/153 BOT CHORD 18-19=-271/280, 17-18=-67/511 WEBS 11-17=-493/303, 5-18=-494/304, 6-21=-323/210, 20-21=-324/209, 20-22=-324/209, 10-22=-323/209, 2-24=-74/539, 18-24=-75/563, 17-23=-76/563, 14-23=-74/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 19, 167 lb uplift at joint 16, 262 lb uplift at joint 17 and 263 lb uplift at joint 18. 10) Attic room checked for L/360 deflection.July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss C02 Truss Type Common Qty 11 Ply 1 Job Reference (optional) R58969728 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:20 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:8qFIysDAifI3p6FYDqdFi9ytAet-30mXpgkgIv6hHKc2lIxIVcgDZd6kV8jD?YCIYfyt875 Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 4x8 5x8 4x8 6x8 10x16 6x8 12x12 6x8 12x12 2x4 2x4 1.5x4 3x8 3x8 4x8 4x8 6x8 4-9-74-9-7 19-4-714-7-0 24-1-144-9-7 -2-0-0 2-0-0 2-4-12 2-4-12 4-9-7 2-4-11 12-0-15 7-3-8 19-4-7 7-3-8 21-9-3 2-4-12 22-6-12 0-9-9 24-1-14 1-7-2 26-1-14 2-0-0 2- 3 - 4 12 - 4 - 0 2- 3 - 4 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-2-1,0-4-8], [9:0-2-1,0-4-8], [10:0-4-0,Edge], [15:0-5-8,0-6-0], [17:0-5-8,0-6-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.38 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.01 0.09 (loc) 15-17 15-17 14 15-17 l/defl >759 >511 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 1-4,10-13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* 9-15,5-17: 2x6 DF 1800F 1.6E or 2x6 DF SS 6-8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size)18=1583/0-5-8, 14=1583/0-5-8 Max Horz 18=306(LC 9) Max Uplift 18=-111(LC 10), 14=-111(LC 11) Max Grav 18=1822(LC 19), 14=1822(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1753/103, 5-6=-1185/191, 6-7=-183/251, 7-8=-183/251, 8-9=-1185/191, 9-11=-1753/102, 2-18=-373/186, 12-14=-373/185 BOT CHORD 17-18=-40/1094, 15-17=0/1126, 14-15=0/1047 WEBS 9-15=-60/968, 5-17=-60/968, 6-19=-1247/176, 8-19=-1247/176, 3-18=-1949/23, 11-14=-1948/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-19, 8-19 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-17 9) Bearing at joint(s) 18, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 18 and 111 lb uplift at joint 14. 11) Attic room checked for L/360 deflection. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss D01 Truss Type Common Qty 2 Ply 1 Job Reference (optional) R58969729 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:22 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:dZkeDz1RI1joMrj4mk7b7TytAOK-0PuIEMmwqWMPWdmQtjzma1ld9Rgqz57WTshPcXyt873 Scale = 1:45.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 2423 4x5 3x8 3x6 4x8 3x6 3x6 5x6 3x6 3x8 7-11-117-11-11 9-4-21-4-7 12-0-152-8-13 14-9-122-8-13 16-2-31-4-7 24-1-147-11-11 -2-0-0 2-0-0 7-11-11 7-11-11 12-0-15 4-1-4 16-2-3 4-1-4 24-1-14 7-11-11 26-1-14 2-0-0 0- 3 - 1 4 3- 4 - 1 0- 3 - 1 4 3.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.79 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.44 0.10 0.16 (loc) 21-22 21-22 12 21-22 l/defl >908 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. JOINTS 1 Brace at Jt(s): 23, 24 REACTIONS.(lb/size)2=1351/0-5-8, 12=1351/0-5-8 Max Horz 2=62(LC 12) Max Uplift 2=-347(LC 8), 12=-347(LC 9) Max Grav 2=1377(LC 19), 12=1377(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3248/560, 3-4=-3182/580, 4-5=-3151/592, 5-6=-2307/410, 6-7=-2276/421, 7-8=-2276/421, 8-9=-2307/410, 9-10=-3151/593, 10-11=-3182/581, 11-12=-3248/560 BOT CHORD 2-22=-544/3072, 21-22=-544/3072, 20-21=-544/3072, 19-20=-544/3072, 18-19=-544/3072, 17-18=-483/3072, 16-17=-483/3072, 15-16=-483/3072, 14-15=-483/3072, 12-14=-483/3072 WEBS 9-16=-41/294, 18-24=-1229/267, 9-24=-1221/266, 7-18=-145/890, 5-23=-1221/265, 18-23=-1229/266, 5-20=-41/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 2 and 347 lb uplift at joint 12. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss D02 Truss Type Common Qty 8 Ply 1 Job Reference (optional) R58969730 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:23 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:mpQ7I5TPnOYfTWfN_HKPgGytASx-UbSgSinYbqUG8nLdRQV?7EIovr4QiS6fiWQy8_yt872 Scale = 1:45.4 1 2 3 4 5 6 7 10 9 8 11 12 5x6 3x8 3x8 1.5x4 3x6 4x8 3x6 1.5x4 6-6-156-6-15 12-0-155-6-0 17-6-155-6-0 24-1-146-6-15 -2-0-0 2-0-0 6-6-15 6-6-15 12-0-15 5-6-0 17-6-15 5-6-0 24-1-14 6-6-15 26-1-14 2-0-0 0- 3 - 1 4 3- 4 - 1 0- 3 - 1 4 3.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.57 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.11 0.15 (loc) 9-10 9-10 6 9-10 l/defl >967 >678 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 220/195 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 3-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-4 oc bracing. REACTIONS.(lb/size)2=1351/0-5-8, 6=1351/0-5-8 Max Horz 2=62(LC 16) Max Uplift 2=-347(LC 8), 6=-347(LC 9) Max Grav 2=1371(LC 19), 6=1371(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3474/618, 3-4=-2374/420, 4-5=-2374/420, 5-6=-3474/619 BOT CHORD 2-10=-596/3294, 9-10=-596/3294, 8-9=-535/3294, 6-8=-535/3294 WEBS 3-9=-1340/299, 4-9=-74/697, 5-9=-1340/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 3-6-0 tall by 2-0-0 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 347 lb uplift at joint 2 and 347 lb uplift at joint 6. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss E01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969731 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:25 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:iHmT4uw_RHM00vk15wCh?4ytAhr-Q_aQsOoo7RkzN5U?YrXTCfN7zeqGAVvy9qv3Dsyt870 Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 14 25 24 23 22 21 20 19 18 17 16 15 13 5x6 4x8 4x5 4x8 5x6 5x6 19-9-1219-9-12 -2-0-0 2-0-0 9-10-14 9-10-14 19-9-12 9-10-14 21-8-5 1-10-9 21-9-12 0-1-7 4- 0 - 7 12 - 3 - 8 0- 4 - 9 2- 1 - 1 2- 2 - 9 10.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [12:0-4-9,0-0-0], [15:Edge,0-3-8], [23:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.29 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.46 (loc) 15-16 15-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-23,3-24,10-17,11-16: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 6-21, 5-22, 8-19, 9-18 REACTIONS.All bearings 19-9-12 except (jt=length) 13=0-1-6. (lb) - Max Horz 25=271(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 19, 17, 13 except 25=-416(LC 6), 15=-266(LC 7), 22=-141(LC 10), 23=-132(LC 11), 24=-431(LC 7), 18=-127(LC 11), 16=-338(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 19, 18, 17, 13 except 25=572(LC 16), 15=333(LC 18), 20=413(LC 10), 24=475(LC 8), 16=445(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-557/289, 2-3=-241/282, 4-5=-104/287, 5-6=-67/329, 6-7=-56/369, 7-8=-60/372, 8-9=-76/337, 9-10=-97/282 WEBS 7-20=-396/0, 11-16=-251/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 19, 17, 13 except (jt=lb) 25=416, 15=266, 22=141, 23=132, 24=431, 18=127, 16=338. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss E02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969732 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:26 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:tOxdOf2usflTrb48EkvGyPytAhg-uA8o4kpRulsq?F3C6Z2iltwEf25yvvU5OUfclJyt87? Scale = 1:74.9 1 2 3 4 5 6 9 8 710111213 4x5 3x6 6x8 3x4 3x4 3x6 3x6 3x6 9-10-149-10-14 19-9-129-10-14 -2-0-0 2-0-0 5-1-3 5-1-3 9-10-14 4-9-11 14-8-9 4-9-11 19-9-12 5-1-3 4- 0 - 7 12 - 3 - 8 4- 0 - 7 10.00 12 Plate Offsets (X,Y)-- [8:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.58 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.36 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >949 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-9,6-7: 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. WEBS 1 Row at midpt 5-8, 3-8, 3-9, 5-7 REACTIONS.(lb/size)9=1155/0-5-8, 7=946/0-5-8 Max Horz 9=245(LC 7) Max Uplift 9=-187(LC 10), 7=-169(LC 10) Max Grav 9=1155(LC 1), 7=951(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-675/256, 4-5=-681/259, 2-9=-406/249 BOT CHORD 8-9=-182/554, 7-8=-86/467 WEBS 4-8=-189/397, 5-8=-147/251, 3-8=-124/259, 3-9=-845/116, 5-7=-815/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=187, 7=169. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss E03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969733 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:27 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:exQf3O8vz6lKoqhgiQ29H5ytAhY-MMiBH3q3f3_hdPeOgGZxH4STWSRBeMqFc8O9Ilyt87_ Scale = 1:74.9 1 2 3 4 5 8 7 69101112 2x4 4x5 2x4 6x8 3x4 3x4 3x6 3x6 9-10-149-10-14 19-9-129-10-14 5-1-3 5-1-3 9-10-14 4-9-11 14-8-9 4-9-11 19-9-12 5-1-3 4- 0 - 7 12 - 3 - 8 4- 0 - 7 10.00 12 Plate Offsets (X,Y)-- [7:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.58 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.36 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >949 >643 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 1-8,5-6: 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. WEBS 1 Row at midpt 4-7, 2-7, 2-8, 4-6 REACTIONS.(lb/size)8=957/0-5-8, 6=957/0-5-8 Max Horz 8=212(LC 7) Max Uplift 8=-163(LC 11), 6=-163(LC 10) Max Grav 8=958(LC 18), 6=958(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-689/253, 3-4=-689/253 BOT CHORD 7-8=-173/572, 6-7=-82/471 WEBS 3-7=-186/416, 4-7=-145/253, 2-7=-145/252, 2-8=-824/158, 4-6=-824/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=163, 6=163. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss F01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969734 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:30 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:GJM6EaeDJYRQQMcvcQWq2Gyt9Dy-nxNJw5sxy_MGUsNzLO7evi4?yfRmrc0hJ6dqt4yt86x Scale = 1:57.5 1 2 3 4 5 6 7 8 9 10 11 12 25 23 22 21 20 19 18 17 16 13 15 14 27 26 30 33 31 32 29 28 24 34 35 5x6 3x4 2x4 5x8 12x16 MT18HS 3x6 3x6 4x5 4x8 7x10 6x8 3x8 3x8 3x8 3x8 3x8 Special 0-8-80-8-8 5-0-44-3-12 9-9-04-8-12 15-2-05-5-0 15-8-00-6-0 19-2-83-6-8 19-6-00-3-8 5-0-4 5-0-4 9-9-0 4-8-12 15-2-0 5-5-0 15-8-0 0-6-0 19-6-0 3-10-0 1- 2 - 1 4 9- 4 - 6 1- 2 - 1 4 1- 0 - 0 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [12:0-4-8,0-0-14], [16:0-1-12,0-0-0], [16:Edge,0-3-8], [17:0-6-8,0-4-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.65 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.04 0.06 (loc) 13-16 13-16 14 13-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 220/195 220/195 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 *Except* 10-18: 2x4 DF Stud/Std, 14-15: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* 7-20,7-17,12-14: 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 4-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 26, 30, 31, 32 REACTIONS.(lb/size)25=942/1-0-0, 14=1599/0-8-0, 24=96/0-3-8 Max Horz 25=-209(LC 6) Max Uplift 25=-224(LC 10), 14=-442(LC 11) Max Grav 25=942(LC 1), 14=1599(LC 1), 24=184(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1132/218, 2-3=-1072/241, 3-4=-932/247, 4-5=-953/281, 5-6=-864/283, 6-7=-809/319, 7-8=-1716/689, 8-9=-1784/623, 9-10=-1787/568, 10-11=-1774/471, 11-12=-1927/491, 1-25=-984/213, 12-14=-1582/457 BOT CHORD 24-25=-228/273, 23-24=-228/273, 22-23=-225/786, 21-22=-225/786, 20-21=-225/786, 10-17=-300/203, 16-17=-352/1436, 13-16=-159/933, 12-13=-160/936, 14-15=-170/330 WEBS 4-27=-301/214, 26-27=-296/214, 20-26=-320/229, 7-20=-215/305, 20-30=-132/518, 30-33=-126/517, 17-33=-124/512, 7-31=-563/1309, 31-32=-530/1243, 17-32=-524/1219, 1-29=-88/670, 28-29=-85/660, 23-28=-84/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 25=224, 14=442. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 754 lb down and 335 lb up at 17-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss F01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969734 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:30 2019 Page 2 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:GJM6EaeDJYRQQMcvcQWq2Gyt9Dy-nxNJw5sxy_MGUsNzLO7evi4?yfRmrc0hJ6dqt4yt86x NOTES- 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-84, 7-12=-84, 18-25=-14, 16-17=-14, 14-15=-14 Concentrated Loads (lb) Vert: 34=-754(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss G01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969735 8.220 s Jun 21 2019 MiTek Industries, Inc. Tue Jul 30 05:48:16 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xYtj6bRzJUnwhWWH6SUnF9ytAhA-K2XLXiE2mjYljPdevfzDkSAz6kDoM4OC5t508VysxZj Scale = 1:38.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x8 3x8 5x6 7-10-07-10-0 15-8-07-10-0 -2-0-0 2-0-0 7-10-0 7-10-0 15-8-0 7-10-0 17-8-0 2-0-0 0- 0 - 4 6- 6 - 9 0- 0 - 4 10.00 12 Plate Offsets (X,Y)-- [1:0-4-8,0-1-8], [9:0-4-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.76 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.32 0.01 0.22 (loc) 11 11 9 15 l/defl >763 >571 n/a >850 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 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.(lb/size)1=753/0-3-8, 9=753/0-3-8 Max Horz 1=162(LC 7) Max Uplift 1=-129(LC 10), 9=-129(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-809/114, 2-3=-800/153, 3-4=-750/189, 4-5=-726/242, 5-6=-726/242, 6-7=-750/189, 7-8=-800/153, 8-9=-809/114 BOT CHORD 1-16=-69/580, 15-16=-69/580, 14-15=-69/580, 13-14=-69/580, 12-13=-69/580, 11-12=-69/580, 10-11=-69/580, 9-10=-69/580 WEBS 5-13=-183/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 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 3-6-0 tall by 2-0-0 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 129 lb uplift at joint 1 and 129 lb uplift at joint 9. 10) No notches allowed in overhang and 20000 from left end and 20000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss G02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) R58969736 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:32 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:xYtj6bRzJUnwhWWH6SUnF9ytAhA-jKV4KnuBTbc_jAXLSp96_7AKVTDDJgj_mQ6wyyyt86v Scale = 1:48.6 1 2 3 4 5 8 7 6 5x6 2x4 2x4 4x8 6x8 6x8 7-10-07-10-0 15-8-07-10-0 -2-0-0 2-0-0 7-10-0 7-10-0 15-8-0 7-10-0 17-8-0 2-0-0 1- 2 - 1 4 7- 9 - 3 1- 2 - 1 4 10.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.27 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=941/0-3-8, 6=941/0-3-8 Max Horz 8=216(LC 9) Max Uplift 8=-182(LC 10), 6=-182(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/162, 3-4=-750/162, 2-8=-893/209, 4-6=-893/209 BOT CHORD 7-8=-333/474, 6-7=-207/317 WEBS 3-7=0/270, 2-7=-155/336, 4-7=-161/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 16% 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 8=182, 6=182. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss G03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) R58969737 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:33 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:miE_MfWjvKX3PRzRSjbBUQytAh4-BW3SY7uqEvlrLK6Y0XgLXLiTdtZT28Z7?4rUUPyt86u Scale = 1:48.5 1 2 3 6 5 4 6x8 6x8 2x4 2x4 4x8 6x8 7-9-87-9-8 15-7-87-10-0 7-9-8 7-9-8 15-7-8 7-10-0 1- 3 - 1 1 7- 9 - 7 7- 9 - 1 0 1- 2 - 1 4 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:0-5-0,Edge], [3:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=751/0-3-0, 4=751/0-3-8 Max Horz 6=-168(LC 6) Max Uplift 6=-119(LC 10), 4=-119(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-768/165, 2-3=-771/165, 1-6=-703/146, 3-4=-703/146 BOT CHORD 5-6=-264/395, 4-5=-169/295 WEBS 2-5=0/265, 1-5=-98/268, 3-5=-114/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119, 4=119. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss G04 Truss Type Common Qty 4 Ply 1 Job Reference (optional) R58969738 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:34 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:bsbGdiaUUAHD7MRbp_ibkhytAh_-fjdqlTvS?CtiyTgkaEBa3YFeNGuhnbqHDkb10ryt86t Scale: 1/4"=1' 1 2 3 6 5 4 6x8 4x8 6x8 2x4 2x4 4x8 7-10-07-10-0 15-8-07-10-0 7-10-0 7-10-0 15-8-0 7-10-0 1- 2 - 1 4 7- 9 - 3 1- 2 - 1 4 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:0-4-13,0-2-0], [3:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=753/0-3-8, 4=753/0-3-8 Max Horz 6=167(LC 7) Max Uplift 6=-120(LC 10), 4=-120(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-775/166, 2-3=-775/166, 1-6=-705/147, 3-4=-705/147 BOT CHORD 5-6=-279/418, 4-5=-169/295 WEBS 2-5=0/267, 1-5=-109/262, 3-5=-113/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 6=120, 4=120. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss H01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) R58969739 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:35 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:?H3J3k0KI4k0D6Diww6NqWytBZE-7vACzpw4mW?ZadFw8yipcmorSgIJW_9QSOKbZHyt86s Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 3x6 4x5 3x6 3x6 13-1-413-1-4 -2-0-0 2-0-0 6-6-10 6-6-10 13-1-4 6-6-10 15-1-4 2-0-0 1-4 - 1 3 6- 1 0 - 5 1- 4 - 1 3 10.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.05 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.08 -0.00 (loc) 10-11 10-11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-4. (lb) - Max Horz 18=-188(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 12, 16, 14 except 17=-153(LC 10), 13=-149(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 14, 13 except 18=284(LC 26), 12=284(LC 27), 15=476(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-707/298, 3-4=-99/332, 4-5=-39/372, 5-6=-17/351, 6-7=-9/351, 7-8=-31/372, 8-9=-91/332, 10-12=-707/293 BOT CHORD 17-18=-270/134, 16-17=-270/134, 15-16=-270/134, 14-15=-270/134, 13-14=-270/134, 12-13=-270/134 WEBS 6-15=-448/0, 3-18=-237/502, 9-12=-226/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 18, 12, 16, 14 except (jt=lb) 17=153, 13=149. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss H02 Truss Type Common Qty 1 Ply 2 Job Reference (optional) R58969740 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:37 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:9hzChN5bkDhafhZ860m5u_ytBbj-4IIyOUxKI7FHpxPJFMlHhBtDjUqO_wNjwiphdAyt86q Scale = 1:42.7 1 2 3 4 5 6 7 10 9 811121314 15 16 6x12 8x12 5x6 6x12 8x12 4x12 3x8 7x10 3x8 4x12 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-4-33-4-3 6-6-103-2-7 9-9-13-2-7 13-1-43-4-3 3-4-3 3-4-3 6-6-10 3-2-7 9-9-1 3-2-7 13-1-4 3-4-3 1- 4 - 1 3 6- 1 0 - 5 1- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [7:0-9-10,Edge], [9:0-5-0,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.66 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.03 0.02 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 247 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x6 DF 1800F 1.6E or 2x6 DF SS SLIDER Left 2x8 DF 1950F 1.7E or SS 2-3-0, Right 2x8 DF 1950F 1.7E or SS 2-3-0 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.(lb/size)1=5679/0-5-8, 7=6529/0-5-8 Max Horz 1=-165(LC 31) Max Uplift 1=-982(LC 10), 7=-1130(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-6380/1129, 3-4=-4580/878, 4-5=-4590/880, 5-7=-6425/1139 BOT CHORD 1-10=-794/4362, 9-10=-794/4362, 8-9=-743/4460, 7-8=-743/4460 WEBS 3-10=-418/2498, 3-9=-1171/332, 4-9=-976/5166, 5-9=-1319/359, 5-8=-435/2582 NOTES- 1) 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 6) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Solid blocking is required on both sides of the truss at joint(s), 1, 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=982, 7=1130. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 N/A Top chords connected as follows: 2x6 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 3 rows staggered at 0-9-0 oc. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss H02 Truss Type Common Qty 1 Ply 2 Job Reference (optional) R58969740 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:37 2019 Page 2 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:9hzChN5bkDhafhZ860m5u_ytBbj-4IIyOUxKI7FHpxPJFMlHhBtDjUqO_wNjwiphdAyt86q LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Vert: 11=-1821(B) 12=-1821(B) 13=-1821(B) 14=-1821(B) 15=-1821(B) 16=-1821(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss K01 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) R58969741 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:40 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:X1SRx0JTjcYJldtNFdaojXytCl1-Us_50W_Db2drgO8uwVI_JpVdjhtiB629cg2LEVyt86n Scale = 1:94.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 222324 25 26 27 5x8 7x10 8x12 4x8 12x12 1.5x4 8x12 12x12 5x8 12x12 6x8 12x12 7x10 5x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS28 HUS26 HUS264-3-44-3-4 8-6-74-3-4 11-8-83-2-1 14-10-93-2-1 18-0-93-2-0 21-6-23-5-9 4-3-4 4-3-4 8-6-7 4-3-4 11-8-8 3-2-1 14-10-9 3-2-1 18-0-9 3-2-0 21-6-2 3-5-9 7- 9 - 1 4 13 - 1 - 5 7- 7 - 0 7- 9 - 1 4 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [4:0-1-12,0-2-0], [7:0-3-8,Edge], [9:0-5-8,0-6-0], [10:0-6-0,0-6-4], [11:0-3-8,0-6-4], [12:0-6-0,0-6-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.62 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.30 0.03 0.10 (loc) 11-12 11-12 8 11-12 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 516 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 2-13,3-12: 2x4 DF Stud/Std 3-13,6-9: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 7-8, 4-10 REACTIONS.(lb/size)14=9286/0-4-0 (req. 0-5-2), 8=9738/0-3-8 (req. 0-5-3) Max Horz 14=-142(LC 8) Max Uplift 14=-1616(LC 12), 8=-1726(LC 12) Max Grav 14=9650(LC 34), 8=9738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-8682/1490, 1-2=-4717/806, 2-3=-4718/805, 3-4=-7846/1585, 4-5=-5373/1113, 5-6=-5199/1107, 6-7=-3894/736, 7-8=-8867/1623 BOT CHORD 12-13=-1477/7407, 11-12=-1467/7350, 10-11=-1227/5962, 9-10=-525/2909 WEBS 1-13=-1641/9606, 2-13=-781/170, 3-13=-5674/1217, 3-12=-470/2899, 4-11=-1668/7482, 3-11=-3834/606, 4-10=-6461/1560, 5-10=-1319/6266, 6-10=-796/3618, 6-9=-4363/1001, 7-9=-1246/6910 NOTES- 1) Special connection required to distribute top chord loads equally between all plies. 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 6) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 7) Unbalanced snow loads have been considered for this design. 8) Provide adequate drainage to prevent water ponding. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) WARNING: Required bearing size at joint(s) 14, 8 greater than input bearing size. 12) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss K01 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) R58969741 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:41 2019 Page 2 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:X1SRx0JTjcYJldtNFdaojXytCl1-y3YTDs?rMMliIYj4UCpDs12oT5CxwZHJqKnvmxyt86m NOTES- 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1616, 8=1726. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 17-11-4 to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 19-11-4 from the left end to connect truss(es) to front face of bottom chord. 17) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 10-11-10 from the left end to connect truss(es) to back face of bottom chord. 18) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 12-11-10 from the left end to connect truss(es) to back face of bottom chord. 19) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-5=-84, 5-7=-84, 8-14=-14 Concentrated Loads (lb) Vert: 11=-1330(F) 9=-1330(F) 18=-1600(F=-628) 19=-1330(F) 20=-1330(F) 21=-1330(F) 22=-1330(F) 23=-1507(B) 24=-1777(B) 25=-1330(F) 26=-1330(F) 27=-1423(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss L01 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) R58969742 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:42 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:9A5mM_SeYe67aOZPOuHZAKytDt8-QF6rRC?T7gtZwiIG2wKSOEa5mVbDf0lS3_XSINyt86l Scale = 1:57.1123 6 5 47891011 3x8 3x6 3x8 7x10 1.5x4 3x6 LUS24 LUS24 LUS24 LUS24 LUS24 5-1-05-1-0 10-2-05-1-0 5-1-0 5-1-0 10-2-0 5-1-0 9- 9 - 9 Plate Offsets (X,Y)-- [5:0-5-0,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.42 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 220/195 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 2-5 REACTIONS.(lb/size)6=1579/0-5-8, 4=1521/Mechanical Max Uplift 6=-936(LC 8), 4=-876(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1105/612, 1-2=-498/290, 2-3=-498/290, 3-4=-1104/612 WEBS 1-5=-616/1055, 2-5=-488/197, 3-5=-615/1053 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=936, 4=876. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-9-12 from the left end to 8-9-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 4-6=-14 Concentrated Loads (lb) Vert: 5=-435(F) 7=-392(F) 8=-435(F) 9=-435(F) 11=-435(F) July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss L02 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) R58969743 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:43 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:Hyv6fEpTUsutB?sB8BqbOfytDsg-uRfEeY05uz?QXssTcdshxS78XvvNOVhcIdG0rqyt86k Scale = 1:62.9123 6 5 478 3x6 4x5 3x6 4x8 2x4 4x5 5-1-05-1-0 10-2-05-1-0 5-1-0 5-1-0 10-2-0 5-1-0 11 - 5 - 9 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 7-6-12 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.55 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.00 0.02 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 220/195 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 WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 2-5REACTIONS.(lb/size)6=1830/0-5-8, 4=1830/Mechanical Max Uplift 6=-448(LC 6), 4=-448(LC 6) Max Grav 6=1856(LC 4), 4=1856(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1715/506, 1-2=-491/120, 2-3=-491/120, 3-4=-1715/506 WEBS 1-5=-292/1190, 2-5=-1880/731, 3-5=-292/1190 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=448, 4=448. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M01 Truss Type Monopitch Qty 5 Ply 1 Job Reference (optional) R58969744 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:44 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:ikjcxGVfSq4rxh7U5nbjdwytAiN-MeDcst1jfH7H90Rf9KNwTfgH0IJD73mlXH0ZNGyt86j Scale = 1:44.8 1 2 3 4 5 7 6 5x6 3x4 3x4 4x12 5x6 1.5x4 4-9-24-9-2 10-5-05-7-14 -2-10-0 2-10-0 4-9-2 4-9-2 10-5-0 5-7-14 1-0 - 9 7- 1 1 - 1 4 8.00 12 Plate Offsets (X,Y)-- [2:0-8-5,Edge], [4:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.26 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 5-6: 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 2-7-10 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size)6=469/0-3-8, 2=783/0-5-8 Max Horz 2=352(LC 10) Max Uplift 6=-224(LC 10), 2=-100(LC 10) Max Grav 6=470(LC 18), 2=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-573/0 BOT CHORD 2-7=-179/334, 6-7=-180/333 WEBS 4-6=-398/217 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 6=224, 2=100. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M02 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) R58969745 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:45 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:_4eGQfb2o_ysHlAq0mDMPOytAiG-rqn_3D2LPbF8nA0rj2u90tCSjibesWEulxl6viyt86i Scale = 1:58.9 1 2 3 4 5 7 6 8 9 10 6x8 5x6 4x5 7x10 4x5 4x5 2x4 3x4 3x4 3x4 6-9-106-9-10 14-6-07-8-6 -2-10-0 2-10-0 6-9-10 6-9-10 14-6-0 7-8-6 1- 0 - 9 10 - 8 - 9 1- 0 - 0 10 - 8 - 9 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.57 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.05 (loc) 2-7 2-7 9 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 220/195 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 4-7: 2x4 DF Stud/Std OTHERS 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 3-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 5-9 REACTIONS.(lb/size)2=1782/0-5-8, 9=768/Mechanical Max Horz 2=454(LC 10) Max Uplift 2=-284(LC 10), 9=-321(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1048/29, 6-8=-179/538, 5-8=-179/538 BOT CHORD 2-7=-312/769, 6-7=-312/765 WEBS 4-7=0/366, 4-6=-890/360, 5-9=-769/322 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 2=284, 9=321. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 927 lb down and 196 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 2-6=-14 Concentrated Loads (lb) Vert: 10=-927 July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M03 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) R58969746 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:46 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:GGLVLY18BLi9Jxo2yAP6hBytAkH-J0LMHZ2_AuN?OJb2HlPOZ4lj46?LbyI2_bVgS8yt86h Scale = 1:44.1 1 2 3 4 5 8 7 65x8 3x6 3x4 6x8 3x6 2x4 3x4 3x6 2-11-112-11-11 6-6-93-6-15 10-5-03-10-7 2-11-11 2-11-11 6-6-9 3-6-15 10-5-0 3-10-7 1- 0 - 9 7- 1 1 - 1 4 8.00 12 Plate Offsets (X,Y)-- [6:Edge,0-4-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 6-9-14 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.28 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 220/195 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 *Except* 5-6: 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 1-7-6 BRACING- TOP CHORD 2-0-0 oc purlins (4-8-2 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)1=1717/0-5-8, 6=1717/0-3-8 Max Horz 1=1042(LC 10) Max Uplift 1=-41(LC 10), 6=-801(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2069/20, 3-4=-1328/0, 4-5=-375/177, 5-6=-430/263 BOT CHORD 1-8=-826/1436, 7-8=-826/1436, 6-7=-430/905 WEBS 3-8=0/278, 3-7=-663/491, 4-7=-144/670, 4-6=-1495/709 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=801. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M04 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) R58969747 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:47 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:1gpsdXIUcfTzWO4w7fYW9bytDtL-nDvkUv3cxCVs0TAErTwd5IHo?WIrKQRBDFED_byt86g Scale = 1:56.2 1 2 3 4 6 578 3x6 3x8 2x4 3x6 4x5 9-0-69-0-6 -2-0-0 2-0-0 4-6-3 4-6-3 9-0-6 4-6-3 2- 3 - 4 9- 9 - 9 10.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.39 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >549 >323 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 4-5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)6=640/0-5-8, 5=404/Mechanical Max Horz 6=362(LC 10) Max Uplift 5=-299(LC 10) Max Grav 6=640(LC 1), 5=471(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-385/206 WEBS 3-6=-300/69, 3-5=-281/282 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=299. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M05 Truss Type Monopitch Qty 4 Ply 1 Job Reference (optional) R58969748 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:48 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:VbrpG36SNkSFbxrrBIGmVDytDtb-FPT7hF4EiWdjedlQOARseVq4NwfT3tSLRv_nW1yt86f Scale = 1:57.2 1 2 3 4 7 6589 3x6 2x4 2x4 3x6 4x5 9-0-69-0-6 4-6-3 4-6-3 9-0-6 4-6-3 2- 3 - 4 9- 9 - 9 10.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.37 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 -0.00 -0.00 (loc) 6-7 6-7 6 6-7 l/defl >603 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* 3-6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)7=422/0-5-8, 6=449/Mechanical Max Horz 7=301(LC 10) Max Uplift 6=-309(LC 10) Max Grav 7=422(LC 1), 6=510(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-307/286 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=309. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss M06 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) R58969749 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:49 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:mUzPGHCSb8YSnOGrnxRwOsytCl9-jb1Vvb5sTpmaGnKcyuy5AjNIOJ_HoHTUgZjK2Tyt86e Scale = 1:43.5 1 2 3 6 5 478 1.5x4 4x5 2x4 3x6 7x10 4x5 1-9-21-9-2 7-2-05-4-14 1-9-2 1-9-2 7-2-0 5-4-14 3- 0 - 9 7- 9 - 1 4 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.39 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 220/195 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 *Except* 3-4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=986/Mechanical, 6=911/0-5-8 Max Horz 6=187(LC 10) Max Uplift 4=-118(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-588/0, 1-6=-1176/0 BOT CHORD 4-5=-122/527 WEBS 2-5=-116/275, 2-4=-651/151, 1-5=0/1037 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=118. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 4-6=-14 Concentrated Loads (lb) Vert: 5=-408 7=-408 8=-408 July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) R58969750 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:50 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:E1VxW7MnDV2ahMKfxCZTNyyu9_C-Boat6x5UE7uQtxvpWbUKjwvXLjQ8XrhdvDTtbwyt86d Scale = 1:15.3 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 3-3-133-3-13 6-7-103-3-13 3-3-13 3-3-13 6-7-10 3-3-13 0- 4 - 7 2- 2 - 9 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=186/5-1-12, 4=186/5-1-12, 6=211/5-1-12 Max Horz 2=53(LC 9) Max Uplift 2=-51(LC 10), 4=-58(LC 11), 6=-13(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 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 2-0-0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 4, 6. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss PB02 Truss Type Piggyback Qty 31 Ply 1 Job Reference (optional) R58969751 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:51 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:2BsCnARYoLojPHopITgtdDyu9_6-f_8FKH66?R0HV5U?4J?aG8Si47mNGIxn8tCR7Myt86c Scale = 1:15.3 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 3-3-133-3-13 6-7-103-3-13 3-3-13 3-3-13 6-7-10 3-3-13 0- 4 - 7 2- 2 - 9 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=186/5-1-12, 4=186/5-1-12, 6=211/5-1-12 Max Horz 2=53(LC 9) Max Uplift 2=-51(LC 10), 4=-58(LC 11), 6=-13(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 4, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 30,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc.400 Sunrise Avenue, Suite 270Roseville, CA 95661 Job 19-055092T Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) R58969752 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jul 29 17:31:52 2019 Page 1 BMC (Idaho Falls, ID), Idaho Falls, ID - 83402, ID:iVbkIHa3z1J0r7i6?_uh6lyu8zw-7AidXd7kmk887E2Bd0WpoL?sqX6c?lBwMXy_foyt86b Scale = 1:15.3 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 3-3-133-3-13 6-7-103-3-13 3-3-13 3-3-13 6-7-10 3-3-13 0- 4 - 7 2- 2 - 9 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=186/5-1-12, 4=186/5-1-12, 6=211/5-1-12 Max Horz 2=53(LC 9) Max Uplift 2=-51(LC 10), 4=-58(LC 11), 6=-13(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully Exp.; Ct=1.00 5) This truss has been designed for greater of min roof live load of 12.0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 4, 6. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 30,2019 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s