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HomeMy WebLinkAboutTRUSS SPECS - 20-00201 - 1259 Stone Dr - New SFRJob B0401-20 Truss A1G Truss Type Common Supported Gable Qty 2 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:04 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-JYsOVDTpuN8JqCIPwlK7LRCLQWRIJhrcZp4iErzZK?j Scale = 1:73.8 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3 ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B1B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 5x6 3x6 3x6 3x6 3x6 3x6 38-6-0 38-6-0 19-3-0 19-3-0 38-6-0 19-3-0 0- 4 - 5 11 - 7 - 1 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [5:0-1-8,0-1-8], [19:0-1-8,0-1-8], [23:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.04 0.02 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 255 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. WEBS 1 Row at midpt 12-34, 11-35, 10-37, 13-33, 14-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-6-0. (lb) - Max Horz1=-177(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 1, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 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; B=45ft; L=39ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-10-3, Exterior(2) 3-10-3 to 19-3-0, Corner(3) 19-3-0 to 23-3-0, Exterior(2) 23-3-0 to 38-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss A2 Truss Type Common Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:06 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-Fw_9wuV4Q_P04VSn1ANbQsHX_JzgnUNv17ZpIjzZK?h Scale = 1:69.2 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T1 B1B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 5x6 3x6 4x6 3x8 3x4 3x4 5x6 3x4 3x4 5x6 3x6 4x6 9-10-5 9-10-5 19-3-0 9-4-11 28-7-11 9-4-11 38-6-0 9-10-5 6-8-11 6-8-11 12-11-14 6-3-2 19-3-0 6-3-2 25-6-2 6-3-2 31-9-5 6-3-2 38-6-0 6-8-11 0- 4 - 5 11 - 7 - 1 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [2:0-3-0,0-3-4], [6:0-3-0,0-3-4], [7:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.68 0.66 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.08 (loc) 10-12 10-12 7 1-12 l/defl >999 >990 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1957/Mechanical, 7=1957/Mechanical Max Horz1=177(LC 11) Max Uplift1=-111(LC 12), 7=-111(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-3369/277, 2-13=-3199/292, 2-3=-3002/297, 3-14=-2100/258, 4-14=-1856/274, 4-15=-1856/274, 5-15=-2100/258, 5-6=-3002/297, 6-16=-3199/292, 7-16=-3369/277 BOT CHORD 1-12=-185/2788, 12-17=-87/2232, 11-17=-87/2232, 10-11=-87/2232, 9-10=-87/2232, 9-18=-87/2232, 8-18=-87/2232, 7-8=-184/2788 WEBS 4-10=-147/1429, 5-10=-864/149, 5-8=-33/654, 6-8=-505/140, 3-10=-864/149, 3-12=-33/654, 2-12=-505/140 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 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) 1=111, 7=111. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss A3 Truss Type Roof Special Qty 5 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:07 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-j7YX8EViBIXthf1_btuqy3qh4jJFWvX2GnIMq9zZK?g Scale = 1:82.6 T2 T3 T5 W12 B1 B4 B5W1 W2 W3 W4 W5 W6 W7 W8 W10 W9 W11 T1 T4 B3B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 5x6 3x6 6x8 3x8 M18SHS3x6 4x6 3x4 2x4 7x8 3x4 5x6 3x4 3x8 3x4 3x4 5x8 4x6 3x6 8-11-11 8-11-11 19-3-0 10-3-5 26-10-8 7-7-8 34-6-0 7-7-8 36-0-0 1-6-0 38-6-0 2-6-0 6-8-11 6-8-11 12-11-14 6-3-2 19-3-0 6-3-2 26-10-8 7-7-8 34-6-0 7-7-8 36-0-0 1-6-0 38-6-0 2-6-0 0- 4 - 5 11 - 7 - 1 1- 8 - 5 1- 0 - 0 2- 8 - 5 7.00 12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [2:0-3-0,0-3-4], [5:0-1-12,0-1-8], [7:0-5-4,Edge], [9:0-2-12,0-1-12], [11:0-2-12,Edge], [13:0-3-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.72 0.70 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.65 0.11 0.08 (loc) 16-18 16-18 10 1-18 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 204 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W10,W11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-12 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-16, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1953/Mechanical, 1=1953/Mechanical Max Horz1=185(LC 11) Max Uplift10=-111(LC 12), 1=-110(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-3378/269, 2-19=-3208/284, 2-3=-3087/311, 3-20=-2094/258, 4-20=-1850/274, 4-21=-1968/265, 5-21=-2139/249, 5-6=-2608/260, 6-7=-2905/243, 7-8=-2944/224, 8-9=-3027/246, 9-10=-1795/170 BOT CHORD 1-18=-254/2794, 18-22=-170/2218, 17-22=-170/2218, 16-17=-170/2218, 15-16=-176/2375, 15-23=-176/2375, 14-23=-176/2375, 13-14=-263/2985, 12-13=-57/385, 8-11=-68/335 WEBS 2-18=-496/142, 3-18=-48/739, 3-16=-855/150, 4-16=-131/1377, 5-16=-930/148, 5-14=0/364, 7-14=-657/103, 7-13=-2043/252, 11-13=-249/3213, 9-11=-269/3238 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 38-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 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) 10=111, 1=110. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0401-20 Truss A4 Truss Type ROOF SPECIAL Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:09 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-fVfHZwXyjvnbxzBMjIwJ2Uv1RX?b_mELj5nTv2zZK?e Scale = 1:86.2 T2 T3 T5 W15 B1 B4W1W2 W3 W4 W5 W6 W7 W9 W10 B5 T1 T4 B3B2 W15 W14 W14 W13 W8 W12 W11 W13 W11 1 2 3 4 5 6 7 8 9 10 26 24 23 22 21 20 19 16 15 18 17 14 13 12 11 27 28 29 25 30 3x6 5x6 5x8 2x4 3x6 3x6 5x8 4x4 2x4 3x4 3x4 3x8 3x6 5x6 3x4 2x4 3x6 2x4 4x8 4x6 2x4 3x8 2x4 3x4 3x8 7-10-9 7-10-9 8-0-8 0-1-15 8-1-9 0-1-1 8-3-4 0-1-11 13-6-12 5-3-8 19-3-0 5-8-4 24-7-8 5-4-8 30-0-0 5-4-8 32-11-2 2-11-2 35-4-8 2-5-6 36-0-0 0-7-8 36-11-4 0-11-4 38-6-0 1-6-12 7-10-9 7-10-9 13-6-12 5-8-4 19-3-0 5-8-4 24-7-8 5-4-8 30-0-0 5-4-8 35-4-8 5-4-8 36-0-0 0-7-8 36-11-4 0-11-4 38-6-0 1-6-12 0- 4 - 5 11 - 7 - 1 1- 2 - 3 1- 0 - 0 2- 2 - 3 7.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [2:0-1-12,0-2-0], [4:0-1-12,0-1-8], [6:0-2-4,0-1-8], [7:0-3-0,0-3-0], [8:0-3-0,0-2-8], [12:0-1-12,0-1-12], [18:0-2-8,0-2-8], [24:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.65 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.03 0.06 (loc) 19 19-20 11 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B4: 2x4 DF 2400F 2.0E, B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W14: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-26,25-26,24-25. WEBS 1 Row at midpt 4-24, 6-22, 8-18 JOINTS 1 Brace at Jt(s): 10, 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-0-8 except (jt=length) 11=Mechanical, 25=0-3-11. (lb) - Max Horz1=179(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 11 except 1=-240(LC 22), 26=-166(LC 12), 25=-409(LC 21) Max Grav All reactions 250 lb or less at joint(s) 1, 25 except 11=1449(LC 1), 26=2832(LC 1), 26=2832(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-112/672, 2-27=-95/856, 2-3=-842/107, 3-4=-795/128, 4-28=-1078/180, 5-28=-948/196, 5-29=-948/192, 6-29=-1074/171, 6-7=-2245/266, 7-8=-2185/173, 8-9=-2149/168, 9-10=-2149/169, 10-11=-1409/124 BOT CHORD 1-26=-606/94, 25-26=-606/94, 24-25=-606/94, 23-24=0/632, 23-30=0/632, 22-30=0/632, 21-22=-51/1295, 20-21=-51/1295, 19-20=-127/1527, 16-19=-59/1003, 15-16=-59/1003, 17-18=-200/2417, 14-17=-337/3968, 13-14=-320/3966, 12-13=-320/3966 WEBS 2-26=-2306/261, 2-24=-87/1526, 4-24=-889/104, 4-22=0/489, 5-22=-93/542, 6-22=-879/140, 18-20=-273/90, 7-18=-511/135, 8-12=-2085/161, 10-12=-195/2422, 13-15=-10/371, 6-18=-114/885, 8-18=-2172/222, 17-19=-83/579, 15-17=-1060/62 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-3, Interior(1) 3-10-3 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 38-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 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) 11 except (jt=lb) 1=240, 26=166, 25=409. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job B0401-20 Truss A4 Truss Type ROOF SPECIAL Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:09 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-fVfHZwXyjvnbxzBMjIwJ2Uv1RX?b_mELj5nTv2zZK?e NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0401-20 Truss A5 Truss Type Common Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:10 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-7iDfmGYaUDvSY7mZG?RYaiSFSwMBjF6VylX0RUzZK?d Scale = 1:74.8 T2 T3 B1W1 W2 W3 W4 W5 W6 W7 W8 W9T1 T4 B1B21 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 5x6 3x6 3x6 3x4 2x4 4x4 4x4 3x4 3x8 3x4 3x4 5x6 3x6 3x6 8-0-8 8-0-8 8-3-4 0-2-12 13-9-2 5-5-14 19-3-0 5-5-14 28-7-11 9-4-11 38-6-0 9-10-5 -1-6-0 1-6-0 4-4-7 4-4-7 8-3-4 3-10-13 13-9-2 5-5-14 19-3-0 5-5-14 25-6-2 6-3-2 31-9-5 6-3-2 38-6-0 6-8-11 0- 4 - 5 11 - 7 - 1 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [5:0-1-12,0-2-0], [6:0-1-12,0-1-8], [9:0-3-0,0-3-4], [10:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.52 0.56 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.37 0.04 0.06 (loc) 11-13 11-13 10 10-11 l/defl >999 >986 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=2674/0-5-8 (min. 0-2-14), 10=1382/Mechanical Max Horz16=187(LC 11) Max Uplift16=-341(LC 12), 10=-50(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-320/700, 3-17=-312/802, 3-4=-360/989, 4-5=-345/1147, 5-6=-644/10, 6-18=-944/105, 7-18=-770/126, 7-19=-845/130, 8-19=-966/114, 8-9=-1881/151, 9-20=-2079/146, 10-20=-2248/131 BOT CHORD 2-16=-602/333, 15-16=-911/403, 14-15=0/539, 14-21=0/539, 13-21=0/539, 12-13=0/1259, 12-22=0/1259, 11-22=0/1259, 10-11=-59/1826 WEBS 3-16=-365/126, 5-16=-2349/387, 5-15=-254/1756, 6-15=-1106/233, 6-13=-92/553, 7-13=-12/499, 8-13=-871/150, 8-11=-31/673, 9-11=-514/141 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 2-3-5, Interior(1) 2-3-5 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 38-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 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) 10 except (jt=lb) 16=341. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss A6 Truss Type Roof Special Qty 2 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:11 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-cun2zcZCEW1JAHLlqjyn7v_SRKgzSiQeAPGazxzZK?c Scale = 1:75.3 T2 T3 B1 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 T1 T4 B212 3 4 5 6 7 8 9 10 11 12 13 17 16 15 1418 19 20 21 22 3x6 5x6 3x6 3x6 5x6 3x8 2x4 4x4 4x4 3x4 5x10 MT20HS 4x4 2x4 5x8 2x4 8-0-8 8-0-8 8-3-4 0-2-12 13-9-2 5-5-14 18-5-8 4-8-6 28-3-0 9-9-8 38-6-0 10-3-0 -1-6-0 1-6-0 4-4-7 4-4-7 8-3-4 3-10-13 13-9-2 5-5-14 19-3-0 5-5-14 23-9-0 4-6-0 28-3-0 4-6-0 33-1-7 4-10-7 38-6-0 5-4-9 40-0-0 1-6-0 0- 4 - 5 11 - 7 - 1 0- 4 - 5 2- 1 0 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [5:0-1-12,0-2-0], [6:0-1-12,0-1-8], [8:0-0-12,0-2-0], [12:0-0-12,Edge], [14:0-4-0,0-3-0], [15:0-4-4,0-2-8], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.44 0.65 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.24 -0.08 (loc) 14-15 14-15 12 12-14 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 212 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-16, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=2661/0-5-8 (min. 0-2-13), 12=1533/0-5-8 (min. 0-1-9) Max Horz17=191(LC 11) Max Uplift17=-339(LC 12), 12=-98(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-320/699, 3-18=-312/801, 3-4=-361/988, 4-5=-345/1146, 5-6=-583/10, 6-19=-901/96, 7-19=-779/117, 7-20=-686/125, 8-20=-842/108, 8-9=-3321/111, 9-10=-3222/31, 10-11=-3334/19, 11-21=-3841/144, 12-21=-3946/124 BOT CHORD 2-17=-601/333, 16-17=-911/421, 16-22=0/496, 15-22=0/496, 14-15=0/1366, 12-14=-50/3406 WEBS 3-17=-365/127, 5-17=-2332/386, 5-16=-255/1746, 6-16=-1120/229, 6-15=-83/547, 7-15=-21/474, 8-15=-1234/97, 8-14=-4/2433, 9-14=-418/120, 11-14=-474/173 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 2-3-5, Interior(1) 2-3-5 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 40-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 = 8.0psf. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 17=339. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss A7 Truss Type Roof Special Qty 4 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:12 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-44LQByZr?q9AoQvxOQT0f7XZQk2wB7nnP307WNzZK?b Scale = 1:78.4 T2 T3 B1 B3 B4W1W2 W3 W4 W5 W6 W7 W8 W9T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 3x6 5x6 3x6 3x6 3x6 3x6 3x4 2x4 3x4 4x4 5x8 4x4 2x4 5x8 2x4 7-4-3 7-4-3 14-2-12 6-10-9 18-5-8 4-2-12 28-3-0 9-9-8 38-6-0 10-3-0 7-4-3 7-4-3 14-2-12 6-10-9 19-3-0 5-0-4 23-9-0 4-6-0 28-3-0 4-6-0 33-1-7 4-10-7 38-6-0 5-4-9 40-0-0 1-6-0 0- 4 - 5 11 - 7 - 1 0- 4 - 5 2- 1 0 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [2:0-1-12,0-1-8], [4:0-1-12,0-2-0], [6:0-1-4,0-2-0], [10:0-0-12,Edge], [12:0-4-0,0-3-4], [13:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.68 0.54 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.36 0.11 -0.05 (loc) 10-12 10-12 10 10-12 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=107/Mechanical, 10=1025/0-5-8 (min. 0-1-8), 14=2920/0-5-8 (min. 0-3-2) Max Horz1=-187(LC 10) Max Uplift1=-325(LC 22), 10=-105(LC 12), 14=-143(LC 12) Max Grav1=462(LC 21), 10=1025(LC 22), 14=2920(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-469/813, 2-17=-300/849, 2-3=-13/1046, 3-4=0/1303, 4-18=-26/284, 5-18=0/400, 5-19=0/346, 6-7=-1467/127, 7-8=-1370/47, 8-9=-1484/35, 9-20=-2111/167, 10-20=-2213/148 BOT CHORD 1-16=-699/281, 15-16=-699/281, 14-15=-699/281, 14-21=-1007/181, 13-21=-1007/181, 12-13=-33/292, 10-12=-91/1884 WEBS 2-16=0/295, 2-14=-821/130, 4-14=-2416/178, 4-13=-37/1647, 5-13=-660/0, 6-13=-918/109, 6-12=-27/1513, 7-12=-410/119, 9-12=-601/169 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 40-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=325, 10=105, 14=143. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss A8 Truss Type Roof Special Qty 7 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:13 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-YHvoOIaTm8H1QaU7y8?FCK4k68O4wZ1xejlg2pzZK?a Scale = 1:77.2 T2 T3 B1 B3 B4W1W2 W3 W4 W5 W6 W7 W8 W9T1 T4 B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 3x6 5x6 3x6 3x6 3x6 3x6 3x4 2x4 3x4 4x4 5x8 4x4 2x4 5x8 2x4 7-4-3 7-4-3 14-2-12 6-10-9 18-5-8 4-2-12 28-3-0 9-9-8 38-6-0 10-3-0 7-4-3 7-4-3 14-2-12 6-10-9 19-3-0 5-0-4 23-9-0 4-6-0 28-3-0 4-6-0 33-1-7 4-10-7 38-6-0 5-4-9 0- 4 - 5 11 - 7 - 1 0- 4 - 5 2- 1 0 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-3-3,0-1-8], [2:0-1-12,0-1-8], [4:0-1-12,0-2-0], [6:0-1-4,0-2-0], [10:0-0-12,Edge], [11:0-4-0,0-3-4], [12:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.69 0.55 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.37 0.12 0.05 (loc) 10-11 10-11 10 10-11 l/defl >999 >777 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=97/Mechanical, 10=858/0-5-8 (min. 0-1-8), 13=2942/0-5-8 (min. 0-3-2) Max Horz1=177(LC 11) Max Uplift1=-335(LC 22), 10=-48(LC 12), 13=-169(LC 12) Max Grav1=460(LC 21), 10=858(LC 22), 13=2942(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-466/833, 2-16=-296/869, 2-3=-40/1066, 3-4=-25/1323, 4-17=-24/295, 5-17=0/410, 5-18=0/356, 6-7=-1476/139, 7-8=-1380/62, 8-9=-1498/49, 9-19=-2060/203, 10-19=-2239/183 BOT CHORD 1-15=-716/278, 14-15=-716/278, 13-14=-716/278, 13-20=-1025/179, 12-20=-1025/179, 11-12=-22/289, 10-11=-133/1939 WEBS 2-15=0/295, 2-13=-821/130, 4-13=-2437/198, 4-12=-49/1665, 5-12=-670/0, 6-12=-927/114, 6-11=-46/1533, 7-11=-403/114, 9-11=-644/193 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; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-15, Interior(1) 3-10-15 to 19-3-0, Exterior(2) 19-3-0 to 23-1-3, Interior(1) 23-1-3 to 38-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 1=335, 13=169. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss B1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:15 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-Uf1YpzcjIlXlfueW3Y1jHl9CzxCaOgkE51En6izZK?Y Scale = 1:44.9 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x4 3x4 3x4 3x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0- 4 - 5 6- 9 - 5 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.15 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 114 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=115(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=320(LC 1), 12=320(LC 1) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-14 to 1-5-2, Exterior(2) 1-5-2 to 11-0-0, Corner(3) 11-0-0 to 14-0-0, Exterior(2) 14-0-0 to 23-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss B2 Truss Type Common Qty 5 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:16 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-ysax1JcL33fcH2DidGYyqziLGLUd75yNKh_Lf8zZK?X Scale = 1:41.2 T1 T1 B1 W2 W1 W2 W1 B2 1 2 3 4 5 6 7 9 8 10 11 12 13 14 15 4x6 3x4 5x6 3x4 2x4 2x4 3x4 7-5-14 7-5-14 14-6-2 7-0-5 22-0-0 7-5-14 -1-6-0 1-6-0 5-8-13 5-8-13 11-0-0 5-3-3 16-3-3 5-3-3 22-0-0 5-8-13 23-6-0 1-6-0 0- 4 - 5 6- 9 - 5 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.31 0.30 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.04 -0.03 (loc) 8-9 8-9 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1254/0-5-8 (min. 0-1-8), 6=1254/0-5-8 (min. 0-1-8) Max Horz2=-115(LC 10) Max Uplift2=-108(LC 12), 6=-108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1698/119, 3-10=-1583/140, 3-11=-1468/155, 4-11=-1352/167, 4-12=-1352/167, 5-12=-1468/155, 5-13=-1583/140, 6-13=-1698/119 BOT CHORD 2-9=-38/1348, 9-14=0/921, 14-15=0/921, 8-15=0/921, 6-8=-53/1348 WEBS 4-8=-43/545, 5-8=-406/110, 4-9=-43/545, 3-9=-406/110 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=108, 6=108. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss B3GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:18 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-uEihR?ebbgvJWLN5khaQvOnfQ96JbuQgn?TRj1zZK?V Scale = 1:40.2 T1 T1 B1 W3 W2 W1W2W1 B2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 3x6 4x4 3x6 4x6 3x8 3x4 2x4 3x4 2x4 5-10-8 5-10-8 11-0-0 5-1-8 16-1-8 5-1-8 22-0-0 5-10-8 5-10-8 5-10-8 11-0-0 5-1-8 16-1-8 5-1-8 22-0-0 5-10-8 0- 4 - 5 6- 9 - 5 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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-R 0.33 0.48 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.14 0.04 0.02 (loc) 7-9 7-9 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=3535/0-5-8 (min. 0-1-14), 5=3557/0-5-8 (min. 0-1-14) Max Horz1=-100(LC 30) Max Uplift1=-1354(LC 25), 5=-1400(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5406/1965, 2-3=-3649/1272, 3-4=-3649/1272, 4-5=-5392/1984 BOT CHORD 1-10=-1674/4540, 10-11=-1674/4540, 11-12=-1674/4540, 9-12=-1674/4540, 9-13=-1674/4540, 8-13=-1674/4540, 8-14=-1674/4540, 7-14=-1674/4540, 7-15=-1690/4528, 15-16=-1690/4528, 6-16=-1690/4528, 6-17=-1690/4528, 17-18=-1690/4528, 18-19=-1690/4528, 5-19=-1690/4528 WEBS 3-7=-1434/3129, 4-7=-1794/810, 4-6=-919/1417, 2-7=-1808/790, 2-9=-899/1432 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1354, 5=1400. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 340 lb up at 1-0-12 , 446 lb down and 341 lb up at 3-0-12, 446 lb down and 341 lb up at 5-0-12, 446 lb down and 341 lb up at 7-0-12, 444 lb down and 351 lb up at 9-0-12, 444 lb down and 351 lb up at 11-0-12, 444 lb down and 351 lb up at 13-0-12, 444 lb down and 351 lb up at 15-0-12, 444 lb down and 351 lb up at 17-0-12, and 444 lb down and 351 lb up at 19-0-12, and 446 lb down and 349 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B0401-20 Truss B3GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:18 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-uEihR?ebbgvJWLN5khaQvOnfQ96JbuQgn?TRj1zZK?V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-5=-86, 1-5=-16 Concentrated Loads (lb) Vert: 7=-444(B) 10=-447(B) 11=-446(B) 12=-446(B) 13=-446(B) 14=-444(B) 15=-444(B) 16=-444(B) 17=-444(B) 18=-444(B) 19=-446(B) Job B0401-20 Truss C1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:19 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-NRG3fLfEM_1A8VyHIO6fSbKtyZZLKUMp0fC?FTzZK?U Scale = 1:36.0 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x4 3x4 3x4 3x4 17-3-0 17-3-0 -1-6-0 1-6-0 8-7-8 8-7-8 17-3-0 8-7-8 18-9-0 1-6-0 0- 4 - 5 5- 4 - 1 1 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.15 0.05 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-3-0. (lb) - Max Horz2=-93(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 19, 14, 13, 12 except 2=309(LC 1), 10=309(LC 1) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-14 to 1-5-2, Exterior(2) 1-5-2 to 8-7-8, Corner(3) 8-7-8 to 11-7-8, Exterior(2) 11-7-8 to 18-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 2, 16, 17, 19, 14, 13, 12, 10. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss C2 Truss Type Common Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:20 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-rdqRshgs7H91lfXUs6du_ps1yyqa3vOzFJyYovzZK?T Scale = 1:35.4 T1 T1 B1 W2 W1W1 B1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 3x4 5x8 2x4 2x4 3x4 8-7-8 8-7-8 17-3-0 8-7-8 -1-6-0 1-6-0 4-6-9 4-6-9 8-7-8 4-0-15 12-8-7 4-0-15 17-3-0 4-6-9 18-9-0 1-6-0 0- 4 - 5 5- 4 - 1 1 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.20 0.37 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.02 -0.02 (loc) 6-8 6-8 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1011/0-5-8 (min. 0-1-8), 6=1011/0-5-8 (min. 0-1-8) Max Horz2=-93(LC 10) Max Uplift2=-95(LC 12), 6=-95(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1267/100, 3-9=-1177/117, 3-10=-932/86, 4-10=-842/98, 4-11=-842/98, 5-11=-932/86, 5-12=-1177/117, 6-12=-1267/100 BOT CHORD 2-8=-24/997, 6-8=-41/997 WEBS 4-8=-6/479, 5-8=-349/91, 3-8=-349/91 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 8-7-8, Exterior(2) 8-7-8 to 11-7-8, Interior(1) 11-7-8 to 18-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 6. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss C3 Truss Type Roof Special Qty 2 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:21 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-JpOq41gUubIuNp6gQp87X0P93M6WoAo6Uzh6KLzZK?S Scale = 1:32.8 T1 T1 B1 B2 B3 B2 B1 W5 W4 W3 W1 W4 W3W1 W2 W2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x6 3x6 3x6 4x8 4x8 4x8 1-8-9 1-8-9 2-11-8 1-2-15 8-7-8 5-8-0 14-3-8 5-8-0 15-6-7 1-2-15 17-3-0 1-8-9 -1-6-0 1-6-0 1-8-9 1-8-9 2-11-8 1-2-15 8-7-8 5-8-0 14-3-8 5-8-0 15-6-7 1-2-15 17-3-0 1-8-9 18-9-0 1-6-0 0- 4 - 5 5- 4 - 1 1 0- 4 - 5 1- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:0-1-0,0-1-8], [6:0-1-0,0-1-8], [7:0-1-12,0-1-8], [12:0-6-4,0-2-8], [14:0-6-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.43 0.58 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.19 -0.04 (loc) 12-13 12-13 8 12-13 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1011/0-5-8 (min. 0-1-8), 8=1011/0-5-8 (min. 0-1-8) Max Horz2=-93(LC 10) Max Uplift2=-95(LC 12), 8=-95(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1161/69, 3-4=-2573/105, 4-17=-1220/88, 5-17=-993/101, 5-18=-993/96, 6-18=-1220/83, 6-7=-2573/129, 7-8=-1161/68 BOT CHORD 2-16=-1/889, 15-16=-27/325, 4-14=0/671, 13-14=-81/2520, 12-13=-119/2520, 6-12=0/671, 10-11=-31/325, 8-10=-18/889 WEBS 5-13=0/533, 6-13=-1565/147, 10-12=0/773, 7-10=-736/20, 4-13=-1565/131, 14-16=0/773, 3-16=-736/8, 3-14=-50/1308, 7-12=-52/1308 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 1-8-9, Interior(1) 1-8-9 to 8-7-8, Exterior(2) 8-7-8 to 11-7-8, Interior(1) 11-7-8 to 18-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 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) 2, 8. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss C4GD Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:23 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-FCVaVjikQCYcc7F2XEAbcRUNVAjmG6xPxHACPEzZK?Q Scale = 1:34.4 T1 T1 O1 O2 B2 O2 O1 W7 W6 W5 W4 W3 W2 W6W5 W4W3 W2 B1 W1 B1 W1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1019 20 21 22 2324 25 5x8 M18SHS 2x4 4x6 5x8 M18SHS 2x4 2x4 6x16 MT20HS 2x4 6x16 MT20HS 2x4 2x4 7x8 4x4 3x6 3x6 7x8 4x6 4x4 3x6 3x6 7x8 4x6 2-11-8 2-11-8 4-10-3 1-10-11 6-8-13 1-10-11 8-7-8 1-10-11 10-6-3 1-10-11 12-4-13 1-10-11 14-3-8 1-10-11 17-3-0 2-11-8 2-11-8 2-11-8 4-10-3 1-10-11 6-8-13 1-10-11 8-7-8 1-10-11 10-6-3 1-10-11 12-4-13 1-10-11 14-3-8 1-10-11 17-3-0 2-11-8 0- 4 - 5 5- 4 - 1 1 0- 4 - 5 1- 0 - 0 7.00 12 4.80 12 Plate Offsets (X,Y)-- [1:0-6-6,0-0-11], [2:0-2-0,0-2-0], [3:0-2-4,0-1-8], [4:0-0-12,0-2-0], [6:0-0-12,0-2-0], [7:0-2-4,0-1-8], [8:0-2-0,0-2-0], [9:0-6-6,0-0-11], [10:0-1-3,0-0-12], [11:0-4-0 ,0-4-12], [13:0-4-0,0-4-4], [15:0-4-0,0-4-12], [16:0-1-3,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 16.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.85 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.35 0.09 (loc) 14 14 9 14 l/defl >698 >479 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 329 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W7,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7714/0-5-8 (min. 0-2-5), 9=7701/0-5-8 (min. 0-2-5) Max Horz1=-40(LC 23) Max Uplift1=-451(LC 8), 9=-425(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-26025/1517, 2-3=-17994/1056, 3-4=-13292/787, 4-5=-10409/626, 5-6=-10409/626, 6-7=-13135/775, 7-8=-17440/1014, 8-9=-24891/1418 BOT CHORD 16-19=-1255/21734, 15-19=-1255/21734, 15-20=-899/15794, 14-20=-899/15794, 14-21=-636/11389, 13-21=-636/11389, 13-22=-625/11254, 12-22=-625/11254, 12-23=-862/15303, 11-23=-862/15303, 10-11=-1172/20787, 1-24=-1312/22686, 16-24=-1349/23369, 10-25=-1240/22069, 9-25=-1224/21580 WEBS 5-13=-594/10014, 6-13=-3968/240, 6-12=-280/4928, 7-12=-5575/325, 7-11=-301/5362, 8-11=-5997/339, 4-13=-4216/259, 4-14=-302/5215, 3-14=-6065/362, 3-15=-339/5875, 2-15=-6495/389, 2-16=-467/8201, 8-10=-412/7631 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) Special connection required to distribute web loads equally between all plies. 3) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 7-11 2x4 - 2 rows staggered at 0-4-0 oc, member 3-15 2x4 - 2 rows staggered at 0-4-0 oc, member 16-2 2x4 - 2 rows staggered at 0-4-0 oc, member 10-8 2x4 - 2 rows staggered at 0-4-0 oc. 4) 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. 5) Unbalanced roof live loads have been considered for this design. 6) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 10) Bearing at joint(s) 1, 9 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 Job B0401-20 Truss C4GD Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:23 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-FCVaVjikQCYcc7F2XEAbcRUNVAjmG6xPxHACPEzZK?Q NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=451, 9=425. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1941 lb down and 127 lb up at 2-0-12, 1937 lb down and 127 lb up at 4-0-12, 1937 lb down and 127 lb up at 6-0-12, 1937 lb down and 127 lb up at 8-0-12, 1937 lb down and 127 lb up at 10-0-12, 1937 lb down and 127 lb up at 12-0-12, and 1433 lb down and 94 lb up at 14-1-12, and 1367 lb down and 66 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-43, 5-9=-43, 10-16=-16, 1-16=-16, 9-10=-16 Concentrated Loads (lb) Vert: 10=-1433(F) 19=-1937(F) 20=-1937(F) 21=-1937(F) 22=-1937(F) 23=-1937(F) 24=-1941(F) 25=-1367(F) Job B0401-20 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:24 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-jO3yi2jMBWgTEGqF5xhq9f1kiZF1?mtYAxwmxgzZK?P Scale = 1:29.0 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x4 3x4 14-6-0 14-6-0 -1-6-0 1-6-0 7-3-0 7-3-0 14-6-0 7-3-0 16-0-0 1-6-0 0- 4 - 5 4- 7 - 1 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.15 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-6-0. (lb) - Max Horz2=-80(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=293(LC 1), 10=293(LC 1) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-14 to 1-3-0, Exterior(2) 1-3-0 to 7-3-0, Corner(3) 7-3-0 to 10-3-0, Exterior(2) 10-3-0 to 16-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 2, 10, 16, 17, 14, 13. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss D2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-BadKvOj_xqoKsQPRffC3hsapZzOek2yiObfJT7zZK?O Scale = 1:27.5 T1 T1 B1 W3 W2 W1W2W1 1 2 3 4 5 8 7 6 9 10 11 12 13 4x8 4x6 4x8 8x10 4x4 3x8 4x4 3x8 4-0-0 4-0-0 7-3-0 3-3-0 10-6-0 3-3-0 14-6-0 4-0-0 4-0-0 4-0-0 7-3-0 3-3-0 10-6-0 3-3-0 14-6-0 4-0-0 0- 4 - 5 4- 7 - 1 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-11], [2:0-0-12,0-2-0], [4:0-0-12,0-2-0], [5:0-4-0,0-1-11], [6:0-4-12,0-1-8], [7:0-5-0,0-4-12], [8:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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-R 0.53 0.95 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.06 0.04 (loc) 6-7 6-7 5 6-7 l/defl >999 >941 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=6694/0-5-8 (min. 0-3-9), 5=6364/0-5-8 (min. 0-3-6) Max Horz1=-65(LC 6) Max Uplift1=-406(LC 8), 5=-385(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10787/665, 2-3=-7487/489, 3-4=-7485/489, 4-5=-10655/656 BOT CHORD 1-9=-536/9172, 8-9=-536/9172, 8-10=-536/9172, 7-10=-536/9172, 7-11=-528/9052, 11-12=-528/9052, 6-12=-528/9052, 6-13=-528/9052, 5-13=-528/9052 WEBS 3-7=-438/7126, 4-7=-3219/225, 4-6=-175/3336, 2-7=-3366/234, 2-8=-184/3473 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=406, 5=385. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1941 lb down and 127 lb up at 2-0-12, 1937 lb down and 126 lb up at 4-0-12, 1937 lb down and 126 lb up at 6-0-12, 1937 lb down and 126 lb up at 8-0-12, and 1937 lb down and 126 lb up at 10-0-12, and 1937 lb down and 126 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B0401-20 Truss D2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:25 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-BadKvOj_xqoKsQPRffC3hsapZzOek2yiObfJT7zZK?O LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-5=-86, 1-5=-16 Concentrated Loads (lb) Vert: 8=-1937(B) 9=-1941(B) 10=-1937(B) 11=-1937(B) 12=-1937(B) 13=-1937(B) Job B0401-20 Truss F1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:26 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-fnBi7kkdi7wBTa_dCMkIE464BNywTgUrdFPs?ZzZK?N Scale = 1:26.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 13-0-0 13-0-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 14-6-0 1-6-0 0- 4 - 5 4- 1 - 1 3 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.15 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-0-0. (lb) - Max Horz2=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=306(LC 1), 8=306(LC 1) 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-14 to 1-5-2, Exterior(2) 1-5-2 to 6-6-0, Corner(3) 6-6-0 to 9-6-0, Exterior(2) 9-6-0 to 14-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss F2 Truss Type Common Qty 1 Ply 1 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-8zl5K4lFTR225kZqm4FXmHfBunFRC6n?sv8QY?zZK?M Scale = 1:27.5 T1 T1 B1 W1 1 2 3 4 56 7 8 9 10 5x6 3x4 3x4 2x4 6-6-0 6-6-0 13-0-0 6-6-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 14-6-0 1-6-0 0- 4 - 5 4- 1 - 1 3 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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 0.41 0.22 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 -0.02 (loc) 2-6 2-6 4 4-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=795/0-5-8 (min. 0-1-8), 4=795/0-5-8 (min. 0-1-8) Max Horz2=-74(LC 10) Max Uplift2=-82(LC 12), 4=-82(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-827/58, 7-8=-698/69, 3-8=-681/83, 3-9=-681/83, 9-10=-698/69, 4-10=-827/58 BOT CHORD 2-6=0/595, 4-6=0/595 WEBS 3-6=0/261 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0, Interior(1) 9-6-0 to 14-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 4. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0401-20 Truss F3GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-c9JTYQmtElAvju80KnmmJVCP?BX6xSe85Yuz4SzZK?L Scale = 1:25.0 T1 T1 B1 W2 W1 W2 W1 1 2 3 4 5 7 68 9 10 11 12 13 3x4 4x4 3x4 6x8 2x4 6x8 2x4 4-7-0 4-7-0 8-5-0 3-10-0 13-0-0 4-7-0 3-7-8 3-7-8 6-6-0 2-10-8 9-4-8 2-10-8 13-0-0 3-7-8 0- 4 - 5 4- 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-12], [6:0-4-0,0-4-0], [7:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 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-R 0.19 0.45 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.02 0.02 (loc) 6-7 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 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=2940/0-5-8 (min. 0-1-9), 5=3395/0-5-8 (min. 0-1-13) Max Horz1=59(LC 7) Max Uplift1=-189(LC 8), 5=-218(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4483/302, 2-3=-4360/318, 3-4=-4395/320, 4-5=-4517/304 BOT CHORD 1-8=-229/3787, 8-9=-229/3787, 7-9=-229/3787, 7-10=-135/2697, 10-11=-135/2697, 6-11=-135/2697, 6-12=-231/3821, 12-13=-231/3821, 5-13=-231/3821 WEBS 3-6=-155/2329, 3-7=-151/2266 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=189, 5=218. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 842 lb down and 64 lb up at 2-0-12, 842 lb down and 64 lb up at 4-0-12, 842 lb down and 64 lb up at 6-0-12, 842 lb down and 64 lb up at 8-0-12, and 842 lb down and 64 lb up at 10-0-12, and 845 lb down and 61 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job B0401-20 Truss F3GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Rockchuck(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:01:28 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:qN4dht9ajBwD?sBsyhqypSzZfW5-c9JTYQmtElAvju80KnmmJVCP?BX6xSe85Yuz4SzZK?L LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-86, 3-5=-86, 1-5=-16 Concentrated Loads (lb) Vert: 8=-842(F) 9=-842(F) 10=-842(F) 11=-842(F) 12=-842(F) 13=-845(F)