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Home My WebLink AboutTRUSS SPECS - 17-00701 - 1204 Franklin Dr - New SFRJob 17-103801T Truss A01 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:50 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-4_Hhv1QtQjUCfY7FtZVkUgpqrimY0fcg9vOckFyNYVB Scale = 1:75.2 T2 T3 B1 W7 W6 W3 W1 W2 W4 W5 W8W9 T1 T4 B3B2 W10 A B C D E F G M L K J I H N O P Q R 5x8 5x6 3x6 3x4 4x8 5x6 5x8 3x4 3x4 7x10 1.5x4 3x6 2x4 13 - 2 - 5 8.00 12 Plate Offsets (X,Y)-- [A:0-6-0,0-0-6], [B:0-4-0,0-3-0], [F:0-4-4,Edge], [G:0-6-0,0-0-6], [J:0-4-0,0-3-0], [K:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.49 0.37 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.22 0.02 0.04 (loc) I-J I-J H I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 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* W7,W8,W10: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-K, D-J, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1754/0-5-8 (min. 0-1-15), M=815/0-5-8 (min. 0-1-8), H=1200/0-3-0 (min. 0-1-8) Max HorzM=-336(LC 4) Max UpliftK=-368(LC 8), M=-118(LC 8), H=-254(LC 9) Max GravK=1805(LC 15), M=834(LC 19), H=1200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-602/200, C-D=-699/318, D-E=-750/360, E-F=-1218/392 BOT CHORD L-M=-231/646, L-N=-155/270, N-O=-155/270, K-O=-155/270, K-P=-415/323, J-P=-415/323, J-Q=0/684, Q-R=0/684, I-R=0/684, H-I=-129/976 WEBS B-L=-344/255, C-L=-179/486, C-K=-1712/443, C-J=-128/980, D-J=-234/279, E-J=-712/391, E-I=-191/477, F-I=-282/244, B-M=-821/156, F-H=-1334/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=368, M=118, H=254. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss A02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:51 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ZAr37NRVB1c3HiiRQG1z0tM_r64klCjpNZ89HiyNYVA Scale = 1:76.3 T2 T3 B1 W6 W3 W2 W1 W2 W4 W5 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST13 ST14 ST11 ST12 ST9 ST10 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 W7 B2 B3 T1 T4 A B C D E F G H U T S R Q P O N M L K J I BH BI BJ 3x6 5x6 3x6 3x6 3x6 3x6 3x8 5x8 3x4 3x8 2x4 2x4 5x6 3x6 3x4 13 - 2 - 5 8.00 12 Plate Offsets (X,Y)-- [A:0-2-0,0-1-8], [C:0-1-12,Edge], [F:0-4-0,0-3-4], [H:0-6-0,0-0-6], [AR:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.54 0.50 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.41 0.04 0.04 (loc) J-L J-L I J-L l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 348 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* W6,W5,W7: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST13,ST10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-R, F-L, G-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-0-0 except (jt=length) I=0-3-0. (lb) - Max HorzU=-336(LC 6) Max Uplift All uplift 100 lb or less at joint(s) N, O, T, U except R=-479(LC 8), I=-288(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, N, O, P, Q, S, T, U except R=2022(LC 1), I=1432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-79/476, B-C=-15/448, C-D=0/720, D-E=-869/338, E-F=-870/304, F-G=-1453/363 BOT CHORD A-U=-266/137, T-U=-428/283, S-T=-428/283, R-S=-428/283, Q-R=-164/485, Q-BH=-164/485, P-BH=-164/485, O-P=-164/485, N-O=-164/485, M-N=-164/485, L-M=-164/485, L-BI=-72/989, K-BI=-72/989, K-BJ=-72/989, J-BJ=-72/989, I-J=-176/1235 WEBS B-R=-466/278, D-R=-1803/294, D-L=-46/494, E-L=-204/410, F-L=-734/350, F-J=-92/416, G-I=-1645/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) N, O, T, U except (jt=lb) R=479, I=288. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss A03 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:52 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1MORKjS7yKkwvsHd_zYCZ5v8MWTzUfFzcDtip8yNYV9 Scale = 1:75.2 T2 T3 B1 W5 W4 W1 W2 W3 W6 W7 W10 W8 W9 T1 T4 B3B2 A B C D E F G L K J I H M N O P Q 6x8 5x6 5x8 7x10 3x6 7x10 3x4 4x5 3x6 4x5 2x4 4x5 13 - 2 - 5 8.00 12 Plate Offsets (X,Y)-- [B:0-3-0,Edge], [F:0-3-8,0-3-4], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.61 0.24 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 -0.01 0.01 (loc) K-L K-L L K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 245 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* W7,W10,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 C-J, D-J, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=2085/0-5-8 (min. 0-2-4), L=912/0-3-0 (min. 0-1-8), H=610/0-5-8 (min. 0-1-8) Max HorzJ=-331(LC 4) Max UpliftJ=-438(LC 9), L=-153(LC 8), H=-75(LC 9) Max GravJ=2085(LC 1), L=930(LC 19), H=700(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-354/118, B-C=-766/156, C-D=-79/258, D-E=0/496, E-F=-414/111, A-L=-337/136 BOT CHORD L-M=-90/793, M-N=-90/793, K-N=-90/793, K-O=0/526, J-O=0/526, J-P=-188/280, P-Q=-188/280, I-Q=-188/280, H-I=-30/402 WEBS B-K=-350/261, C-K=-56/539, C-J=-918/327, D-J=-752/60, E-J=-767/408, E-I=-187/503, F-I=-391/265, B-L=-804/92, F-H=-536/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H except (jt=lb) J=438, L=153. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AA01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:52 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1MORKjS7yKkwvsHd_zYCZ5v9xWTHUg7zcDtip8yNYV9 Scale = 1:56.3 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 T4 W6 B1 W1 W2 W1 W2 W1 W4 W6 W7 W5 W3 B3B2 A B C D E F L K J I H G M N 9x12 MT18H 9x12 MT18H 6x12 3x4 3x6 1.5x4 3x8 3x8 5x6 5x8 1.5x4 5x6 9- 6 - 1 0 5- 8 - 7 9- 8 - 7 9- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [B:0-9-5,Edge], [D:0-9-5,Edge], [I:0-4-0,0-3-0], [J:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.51 0.22 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 0.03 0.02 (loc) I-J I-J G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 204 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* W6,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-K, C-K, D-I, E-I, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1109/Mechanical, L=-93/Mechanical, K=1932/0-5-8 (min. 0-2-1) Max HorzL=-101(LC 4) Max UpliftG=-204(LC 9), L=-270(LC 20), K=-274(LC 5) Max GravG=1114(LC 20), L=55(LC 4), K=1932(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-32/372, C-D=-698/207, D-E=-971/169, A-L=-35/301 BOT CHORD K-M=-124/477, J-M=-124/477, J-N=-124/477, I-N=-124/477, H-I=-157/938, G-H=-156/941 WEBS B-K=-615/142, C-K=-1224/266, C-J=0/315, C-I=-123/401, E-I=-325/145, E-G=-1248/205, A-K=-303/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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 = 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) G=204, L=270, K=274. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AA02 Truss Type Flat Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:53 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VZypX3TljesnW0sqYh3R5IRPQvqSDBI6rtdGLayNYV8 Scale = 1:39.4 A B C F E DG H I 2x4 5x6 2x4 8x12 1.5x4 5x6 6- 7 - 2 6- 7 - 2 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.16 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) F=2552/Mechanical, D=2238/Mechanical Max UpliftF=-583(LC 4), D=-506(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-F=-1250/304, A-B=-588/135, B-C=-588/135, C-D=-1250/304 WEBS A-E=-295/1283, B-E=-318/133, C-E=-295/1283 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 0-7-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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 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. 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) F=583, D=506. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1045 lb down and 236 lb up at 0-1-12, 1037 lb down and 243 lb up at 2-1-4, and 1037 lb down and 243 lb up at 4-1-4, and 1041 lb down and 230 lb up at 6-1-4 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: A-C=-84, D-F=-14 Concentrated Loads (lb) Vert: F=-1045(F) G=-1037(F) H=-1037(F) I=-1041(F) Job 17-103801T Truss AB01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:53 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VZypX3TljesnW0sqYh3R5IRK2vmND8I6rtdGLayNYV8 Scale = 1:52.6 0- 1 - 1 3 0- 1 - 1 3 T2 T3 T2 B1 W4 W3 W2 W1 W2 W3 W4 W5 W5 T1 T1 B2 A B C D E F L K J I H G 5x6 5x8 5x6 5x8 10x16 1.5x4 3x8 1.5x4 10x16 5x6 3x4 3x4 9- 6 - 1 0 9- 8 - 7 9- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-0-13,Edge], [B:0-5-12,Edge], [C:0-3-0,0-2-3], [D:0-4-0,0-1-9], [E:0-5-12,Edge], [F:0-0-13,Edge], [I:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.55 0.42 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.05 0.03 (loc) H-I H-I G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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* W4,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-L,F-G. WEBS 1 Row at midpt B-J, C-J, D-J, E-I, B-L, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1421/0-3-8 (min. 0-1-8), G=1421/0-3-8 (min. 0-1-8) Max HorzL=243(LC 5) Max UpliftL=-257(LC 8), G=-257(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1267/291, C-D=-904/293, D-E=-1260/290 BOT CHORD K-L=-288/1242, J-K=-288/1242, I-J=-61/902, H-I=-134/1243, G-H=-134/1243 WEBS B-J=-453/257, C-J=-142/419, D-J=-313/334, D-I=-102/299, E-I=-459/258, B-L=-1622/236, E-G=-1627/237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) L=257, G=257. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AC01 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:53 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VZypX3TljesnW0sqYh3R5IRLavmjD0d6rtdGLayNYV8 Scale = 1:50.1 A B C D E I H G F J K3x6 4x5 3x6 5x6 5x6 3x8 3x8 3x4 3x4 8- 8 - 2 8.00 12 Plate Offsets (X,Y)-- [A:0-6-0,0-0-6], [E:0-6-0,0-0-6], [G:0-3-0,0-3-0], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.46 0.40 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.29 0.03 0.03 (loc) G-H G-H F G-H l/defl >999 >916 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1221/0-3-0 (min. 0-1-8), F=1221/0-3-0 (min. 0-1-8) Max HorzI=218(LC 7) Max UpliftI=-223(LC 8), F=-223(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1219/320, C-D=-1219/321 BOT CHORD H-I=-255/1080, H-J=-59/731, J-K=-59/731, G-K=-59/731, F-G=-121/1008 WEBS C-G=-175/489, D-G=-329/256, C-H=-175/489, B-H=-329/256, B-I=-1397/254, D-F=-1397/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=223, F=223. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AD01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:54 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-zlWBlOUNUy_e8AR06OageW_S?J65yZBF4XMpt0yNYV7 Scale = 1:51.3 0- 1 - 1 3 T1 T2 W9 B1 B3 B4 W5 W1 W2 W4 W3 W7 W9 W10 W8 W6 T3 B2 A B C D E F M L K J I H GNO 5x6 9x12 MT18H 8x12 MT20HS 3x4 3x6 2x4 3x4 3x6 4x5 6x12 6x8 3x4 3x6 8- 2 - 1 0 8- 4 - 7 1- 0 - 0 8- 2 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-3-8,Edge], [I:0-6-4,0-4-0], [K:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.73 0.39 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.07 0.06 (loc) H-I J-K G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18H Weight: 199 lb FT = 20% GRIP 220/195 165/146 220/195 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* W2,W4,W3,W7,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1546/Mechanical, M=1546/0-3-8 (min. 0-1-10) Max HorzM=278(LC 8) Max UpliftG=-371(LC 5), M=-213(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1909/283, B-C=-1764/340, C-D=-1825/440, D-E=-1201/285, A-M=-1504/232 BOT CHORD L-M=-309/179, K-L=-423/1499, I-N=-437/1819, H-N=-437/1818, H-O=-285/1201, G-O=-285/1201 WEBS B-L=-253/82, I-K=-316/1339, C-I=-237/714, D-H=-876/215, E-H=-76/703, E-G=-1743/414, A-L=-178/1419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint C = 12% 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=371, M=213. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AE01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:55 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-Rx4aykU?FF6VmJ0Cf65vBjXhZjT5hzxPIB6NQTyNYV6 Scale = 1:49.4 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T4 T5 W9 B1 W2 W5 W3 W1 W2 W4 W2 W7 W9 W10 W8 W6 T3 B2 A B C D E F G N M L K J I HOPQ 5x8 5x8 6x12 1.5x4 3x6 1.5x4 5x6 3x4 3x6 3x4 9x12 MT18H 3x8 1.5x4 5x6 8- 2 - 1 0 4- 4 - 7 8- 4 - 7 8- 2 - 1 0 8.00 12 Plate Offsets (X,Y)-- [B:0-2-4,0-3-4], [C:0-4-0,0-3-0], [E:0-9-5,Edge], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.49 0.34 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.25 0.03 0.02 (loc) K-L K-L H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 206 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* W9,W10,W8,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: L-M. WEBS 1 Row at midpt B-L, C-L, D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1115/Mechanical, N=6/Mechanical, L=1828/0-5-8 (min. 0-1-15) Max HorzN=-106(LC 9) Max UpliftH=-190(LC 9), N=-165(LC 22), L=-302(LC 4) Max GravH=1120(LC 20), N=75(LC 19), L=1828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-743/189, D-E=-812/212, E-F=-1102/186 BOT CHORD L-O=-110/269, O-P=-110/269, K-P=-110/269, K-Q=-147/743, J-Q=-147/743, I-J=-151/929, H-I=-149/931 WEBS B-L=-543/131, C-L=-1272/340, C-K=-147/835, D-K=-584/184, F-H=-1331/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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 = 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) H=190, N=165, L=302. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AF01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:55 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-Rx4aykU?FF6VmJ0Cf65vBjXi0jUSh2oPIB6NQTyNYV6 Scale = 1:48.9 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 W5 W5 B3B2 A B C D E F L K J I H G M3x6 8x12 6x8 3x6 5x6 4x12 1.5x4 5x8 1.5x4 4x12 3x4 3x4 8- 2 - 1 0 8- 4 - 7 8- 2 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-6-0,0-0-6], [D:0-5-5,Edge], [F:0-6-0,0-0-6], [I:0-3-12,0-3-0], [J:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.40 0.32 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.12 0.05 0.03 (loc) J-K J-K G J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 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* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-L,F-G. WEBS 1 Row at midpt C-I, B-L, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1421/0-3-8 (min. 0-1-8), G=1421/0-3-8 (min. 0-1-8) Max HorzL=209(LC 5) Max UpliftL=-246(LC 8), G=-246(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1356/256, C-D=-1010/273, D-E=-1357/256 BOT CHORD K-L=-262/1221, J-K=-262/1221, J-M=-126/1010, I-M=-126/1010, H-I=-122/1221, G-H=-122/1221 WEBS B-J=-301/209, C-J=-72/306, D-I=-58/268, E-I=-303/210, B-L=-1676/247, E-G=-1675/248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) L=246, G=246. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AG01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:56 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-v7eyA4Ve0ZEMNTbPDpc8jx3yK7tuQXSYXrrwyvyNYV5 Scale: 1/4"=1' A B C D E F G H I J K L M X W V U T S R Q P O N 3x4 4x5 3x4 5x6 8- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [Q:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.10 0.11 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - N l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 134 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 *Except* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-0-0. (lb) - Max HorzX=-210(LC 4) Max Uplift All uplift 100 lb or less at joint(s) T, U, V, R, Q, P except W=-159(LC 8), X=-125(LC 4), O=-152(LC 9), N=-110(LC 5) Max Grav All reactions 250 lb or less at joint(s) T, U, V, R, Q, P, O except S=321(LC 18), W=252(LC 15), X=309(LC 19), N=309(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS G-S=-293/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) T, U, V, R, Q, P except (jt=lb) W=159, X=125, O=152, N=110. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AG02 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:57 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-NKCKNQWGmtMD?d9bnX8NG8c0fX3R9pKimVbTULyNYV4 Scale = 1:49.4 A B C D E F G N M L K J I H O P 3x6 5x8 3x6 10x12 MT20HS 7x10 4x12 4x8 12x12 3x6 4x8 8x12 MT20HS 6x8 4x8 4x12 8- 4 - 7 0- 1 0 - 1 8.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-5-12,0-2-0], [L:0-5-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.51 0.73 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.30 0.14 0.13 (loc) J-K J-K H J-K l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 329 lb FT = 20% GRIP 220/195 165/146 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* : 2x6 DF 1800F 1.6E or 2x6 DF SS : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) N=7432/0-5-8 (min. 0-3-13), H=7512/0-5-8 (min. 0-4-0) Max HorzN=-205(LC 23) Max UpliftN=-2226(LC 8), H=-2456(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1240/409, B-C=-10367/3198, C-D=-8326/2662, D-E=-8348/2659, E-F=-9761/3303, F-G=-794/258, A-N=-865/297 BOT CHORD M-N=-2944/9452, L-M=-3089/9929, L-O=-2565/8436, K-O=-2565/8435, K-P=-2804/8595, J-P=-2804/8595, I-J=-2804/8595, H-I=-2199/6746, G-H=-194/606 WEBS B-M=-1289/4248, B-L=-1482/539, C-L=-1158/3828, C-K=-3374/1095, D-K=-2846/8828, F-I=-708/1966, B-N=-11894/3578, F-H=-9101/3036, E-J=-1852/4459, E-K=-2966/1411, E-I=-1713/587 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) V(IRC2012)=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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) N considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=2226, H=2456. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4296 lb down and 1414 lb up at 7-2-0, 1532 lb down and 314 lb up at 8-5-4, 1532 lb down and 385 lb up at 10-5-4, and 1532 lb down and 388 lb up at 12-5-4, and 3870 lb down and 1818 lb up at 14-4-8 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: A-D=-84, D-G=-84, M-N=-14, L-M=-14, G-L=-14 Concentrated Loads (lb) Vert: L=-4296(F) K=-1532(F) J=-3870(F) O=-1532(F) P=-1532(F) Job 17-103801T Truss AH01 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:57 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-NKCKNQWGmtMD?d9bnX8NG8c0EX5T9sPimVbTULyNYV4 Scale = 1:50.7 0- 1 - 1 3 T1 T2 W9 B1 B3 B4 W1 W2 W4 W3 W6 W8 W9 W10 W7 W5 T3 B2 A B C D E F G M L K J I HN 3x4 6x8 3x4 3x6 8x12 4x5 5x8 8x12 3x6 3x4 1.5x4 4x8 3x6 6- 1 0 - 1 0 7- 0 - 7 1- 0 - 0 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-5-5,Edge], [E:0-3-12,0-2-12], [K:Edge,0-3-8], [L:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.54 0.60 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.44 0.09 0.07 (loc) K-L K-L H I-J l/defl >999 >867 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 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 *Except* B3: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W3,W8,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-H, B-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1546/Mechanical, M=1546/0-5-8 (min. 0-1-10) Max HorzM=223(LC 8) Max UpliftH=-374(LC 5), M=-236(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1842/365, C-D=-1458/329, D-E=-2152/520, E-F=-2177/526 BOT CHORD L-M=-377/1435, E-J=-490/189, J-N=-361/1495, I-N=-361/1495, H-I=-361/1495 WEBS C-L=-94/599, D-L=-904/303, J-L=-468/1790, D-J=-99/376, F-J=-211/872, F-I=0/267, F-H=-1957/472, B-M=-1832/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) H=374, M=236. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AJ01 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:58 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-rWmibmXuXAU4dnknLEfcoM999wV4uLXr?9K10oyNYV3 Scale: 1/4"=1' 0- 1 - 1 3 T1 T2 W2 B1 W1 W2 W3 W2 W5 W7 W8 W6 W4 T3 B3B2 A B C D E F K J I H GLMNO 3x4 9x12 MT18H 7x10 5x6 1.5x4 5x8 3x6 5x6 3x6 3x6 3x6 6- 1 0 - 1 0 7- 0 - 7 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-9-5,Edge], [I:0-3-0,0-3-0], [J:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.66 0.32 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.02 0.03 (loc) J-K J-K G I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 174 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 Stud/Std *Except* W3,W5,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: H-I. WEBS 1 Row at midpt D-J, E-H, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=-69/Mechanical, H=1942/0-5-8 (min. 0-2-1), K=1120/0-5-8 (min. 0-1-8) Max HorzK=223(LC 8) Max UpliftG=-69(LC 1), H=-450(LC 5), K=-155(LC 8) Max GravG=23(LC 8), H=1942(LC 1), K=1120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1199/223, C-D=-929/212, D-E=-897/221, E-F=-69/302 BOT CHORD J-K=-332/983, J-L=-226/912, I-L=-226/912 WEBS D-I=-680/243, E-I=-265/1191, E-H=-1500/446, F-H=-479/113, B-K=-1212/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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 = 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) G except (jt=lb) H=450, K=155. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss AK01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:58 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-rWmibmXuXAU4dnknLEfcoM9F3wUCuL1r?9K10oyNYV3 Scale = 1:44.2 0- 1 - 1 3 0- 1 - 1 3 A B C D E F G K J I H L M3x4 6x8 6x8 3x4 5x8 3x6 3x4 5x8 3x6 3x4 3x4 6- 1 0 - 1 0 7- 0 - 7 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-2-0,0-1-8], [C:0-5-5,Edge], [E:0-5-5,Edge], [G:0-2-0,0-1-8], [I:0-3-12,0-3-0], [J:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.28 0.44 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.30 0.05 0.03 (loc) I-J I-J H I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 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* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1421/0-3-8 (min. 0-1-8), H=1421/0-3-8 (min. 0-1-8) Max HorzK=-174(LC 4) Max UpliftK=-230(LC 8), H=-230(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1450/233, C-D=-1113/246, D-E=-1113/246, E-F=-1450/233 BOT CHORD J-K=-256/1155, J-L=-207/1256, L-M=-207/1256, I-M=-207/1256, H-I=-131/1155 WEBS C-J=-39/368, D-J=-387/177, D-I=-387/177, E-I=-39/368, B-K=-1674/346, F-H=-1674/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=230, H=230. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss B01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:59 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-KiJ4o6XWIUcxFxJ_uyArLZhG?Kmydo??Dp4aZEyNYV2 Scale = 1:63.2 T1 T3 T4 T5 B1 W10 W8 W7 W5 W3 W1 W2 W4 HW1 W9 W6 T2 B3B2 A B C D E F G H I N M L K J O P Q R 5x6 7x10 5x6 2x4 5x8 4x8 5x8 1.5x4 5x8 5x6 3x8 3x4 3x6 11 - 6 - 2 11 - 6 - 2 4.00 12 8.00 12 Plate Offsets (X,Y)-- [B:0-6-4,Edge], [F:0-3-0,0-2-3], [G:0-3-8,0-2-8], [L:0-2-12,0-3-0], [M:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.91 0.60 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.32 0.09 0.09 (loc) J-K J-K J M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 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* W10,W7,W9: 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E or SS 1-7-6 BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 1 Row at midpt E-L, F-K, G-K, H-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1735/0-5-8 (min. 0-1-14), J=1599/0-5-8 (min. 0-1-11) Max HorzB=329(LC 8) Max UpliftB=-324(LC 8), J=-228(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3013/488, C-D=-2931/499, D-E=-2351/389, E-F=-1617/332, F-G=-909/255, G-H=-1184/266 BOT CHORD B-N=-748/2640, M-N=-758/2646, M-O=-498/1835, L-O=-498/1835, L-P=-220/1184, K-P=-220/1184, K-Q=-103/676, Q-R=-103/676, J-R=-103/676 WEBS D-M=-821/265, E-M=0/355, E-L=-899/365, F-L=-180/776, F-K=-604/193, G-K=-67/265, H-K=-124/562, H-J=-1540/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=324, J=228. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:40:59 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-KiJ4o6XWIUcxFxJ_uyArLZhGXKm5dnm?Dp4aZEyNYV2 Scale = 1:59.8 T1 T3 T4 T5 B1 W8 W6 W5 W3 W2 W1 W1 W2 HW1 W7 W4 T2 B3B2 A B C D E F G H I N M L K J O P Q R 5x6 7x10 5x6 5x6 5x8 5x8 4x8 5x6 1.5x4 3x8 3x4 5x8 2x4 11 - 0 - 0 11 - 0 - 0 4.00 12 8.00 12 Plate Offsets (X,Y)-- [B:0-6-4,Edge], [F:0-3-0,0-2-3], [H:0-3-8,0-2-8], [I:0-3-8,Edge], [K:0-3-12,0-3-0], [M:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.94 0.59 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.35 0.08 0.09 (loc) K-L K-L J M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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* W8,W6,W5: 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E or SS 1-7-6 BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 1 Row at midpt E-L, G-L, G-K, H-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1735/0-5-8 (min. 0-1-14), J=1599/0-5-8 (min. 0-1-11) Max HorzB=320(LC 8) Max UpliftB=-321(LC 8), J=-218(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2996/478, C-D=-2912/487, D-E=-2342/388, E-F=-1669/329, F-G=-1236/342, G-H=-898/247, H-I=-1249/220, I-J=-1551/243 BOT CHORD B-N=-727/2620, M-N=-737/2627, M-O=-494/1863, L-O=-494/1863, L-P=-185/1132, P-Q=-185/1132, K-Q=-185/1132 WEBS D-M=-774/248, E-M=0/332, E-L=-851/351, F-L=-44/419, G-L=-138/409, G-K=-748/225, H-K=-63/294, I-K=-136/1072 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=321, J=218. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss BB01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:00 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ovtT?SY83okos5uASfh4unETrkFdMPa8STp85gyNYV1 Scale = 1:36.2 A B E D C 5x6 1.5x4 1.5x4 5x8 5x6 6- 1 - 1 3 0- 1 0 - 1 8.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.77 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) C-D C-D C D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 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 Sheathed or 6-0-0 oc purlins, except end verticals. 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) C=314/Mechanical, E=314/Mechanical Max HorzE=175(LC 8) Max UpliftC=-174(LC 8) Max GravC=320(LC 15), E=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-297/187, A-E=-292/38 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=174. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss C01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:00 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ovtT?SY83okos5uASfh4unESGk6KMF38STp85gyNYV1 Scale: 3/16"=1' T2 T3 T5 B1 W6 W2 W1 W3 W4 W5 W7 HW1 HW2 T1 T4 B3B2 A B C D E F G H L K J IMNO 7x10 4x5 7x10 5x6 5x8 4x8 3x8 4x5 4x5 1.5x4 5x8 5x6 1.5x4 11 - 3 - 1 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [A:0-4-4,Edge], [H:0-6-4,Edge], [J:0-2-12,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.87 0.59 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.30 0.11 0.08 (loc) I-J I-J H I-J 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 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* W6,W4,W7: 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E or SS 4-8-12, Right 2x6 DF 1800F 1.6E or SS 1-7-6 BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 1 Row at midpt C-K, E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1609/0-5-8 (min. 0-1-11), A=1609/0-5-8 (min. 0-1-11) Max HorzA=-293(LC 4) Max UpliftH=-294(LC 9), A=-285(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2332/370, B-C=-2022/395, C-D=-1673/390, D-E=-1659/391, E-F=-2386/417, F-G=-3010/548, G-H=-3083/534 BOT CHORD A-M=-389/1903, L-M=-389/1903, L-N=-390/1900, K-N=-390/1900, K-O=-217/1866, J-O=-217/1866, I-J=-475/2725, H-I=-465/2720 WEBS C-L=0/305, C-K=-829/346, D-K=-243/1063, E-K=-885/361, E-J=0/343, F-J=-870/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=294, A=285. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss C02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:00 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ovtT?SY83okos5uASfh4unETxkBZMM48STp85gyNYV1 Scale = 1:64.6 T2 T3 B1 W5 W2 W1 W7 W6 W4 W3 T1 B2 A B C D H G F E I J 7x10 4x5 3x4 3x8 5x8 5x8 2x4 5x6 11 - 3 - 1 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [F:0-4-0,0-3-0], [G:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.83 0.26 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.01 0.02 (loc) G-H G-H E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 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* W5,W7,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-F, C-F, D-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1051/0-3-8 (min. 0-1-8), E=1051/Mechanical Max HorzH=298(LC 8) Max UpliftH=-168(LC 8), E=-229(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1263/190, B-C=-751/189, C-D=-707/205, A-H=-1003/194, D-E=-1009/252 BOT CHORD G-H=-367/320, G-I=-355/985, F-I=-355/985 WEBS B-F=-663/317, A-G=-26/747, D-F=-149/637 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) H=168, E=229. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss CC01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:02 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-kH?DQ7aObP_V6O2Ya4jYzCJxlYlDq8RRvmIEAZyNYV? Scale = 1:51.9 0- 1 - 1 3 A B C D E F G H I S R Q P O N M L K J T U V W X Y Z AA AB 3x4 6x8 2x4 6x8 3x6 5x8 8x12 2x4 4x12 3x8 3x8 7x10 6x12 3x6 2x4 4x5 3x8 4x5 5x8 5- 6 - 1 0 5- 8 - 7 1- 0 - 0 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-4-7,0-2-8], [C:0-5-5,Edge], [J:Edge,0-4-8], [P:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.30 0.82 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.33 0.10 0.18 (loc) L-M L-M J L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 450 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 *Except* : 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) J=3884/Mechanical, S=3800/0-5-8 (min. 0-2-0) Max HorzS=212(LC 8) Max UpliftJ=-1804(LC 5), S=-1584(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-484/233, B-C=-5040/2357, C-D=-4215/2032, D-E=-6208/2945, E-F=-7350/3459, F-G=-7393/3479, G-H=-3444/1598, I-J=-439/233 BOT CHORD A-S=-170/355, R-S=-1548/3267, Q-R=-1491/3174, Q-V=-2649/5558, P-V=-2649/5558, P-W=-2649/5558, O-W=-2649/5558, O-X=-262/556, X-Y=-262/556, N-Y=-262/556, M-N=-161/323, F-M=-359/139, M-Z=-2828/6053, Z-AA=-2828/6053, L-AA=-2828/6053, L-AB=-2828/6053, K-AB=-2828/6053, J-K=-1598/3444 WEBS B-R=-257/162, B-Q=-685/1232, C-Q=-1219/2436, D-Q=-2334/1085, D-P=-293/574, D-O=-521/1122, E-O=-1585/694, M-O=-2774/5843, E-M=-769/1705, G-M=-865/1781, G-L=-446/901, G-K=-3565/1681, H-K=-1312/2825, H-J=-4807/2230, B-S=-4327/1874 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 0-9-0 oc, 2x4 - 1 row 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) V(IRC2012)=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 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=1804, S=1584. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 164 lb up at 30-9-4, and 231 lb down and 163 lb up at 32-9-4 on top chord, and 918 lb down and 606 lb up at 8-0-0, 276 lb down and 176 lb up at 10-0-12, 276 lb down and 176 lb up at 12-0-12, 276 lb down and 176 lb up at 14-0-12, 276 lb down and 176 lb up at 16-0-12, 276 lb down and 176 lb up at 16-9-4, 276 lb down and 176 lb up at 18-9-4, 284 lb down and 176 lb up at 20-9-4, 284 lb down and 176 lb up at 22-9-4, 284 lb down and 176 lb up at 24-9-4, and 284 lb down and 176 lb up at 26-9-4, and 284 lb down and 176 lb up at 28-9-4 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: A-C=-84, C-I=-84, A-N=-14, J-M=-14 Concentrated Loads (lb) Vert: Q=-918(F) P=-276(F) O=-276(F) L=-284(F) K=-284(F) T=-206(F) U=-231(F) V=-276(F) W=-276(F) X=-276(F) Y=-276(F) Z=-284(F) AA=-284(F) AB=-284(F) Job 17-103801T Truss CJ01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:02 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-kH?DQ7aObP_V6O2Ya4jYzCJyQYtJqFBRvmIEAZyNYV? Scale = 1:31.3 A B C D G F EHI3x4 1.5x4 3x4 3x4 3x6 3x4 1.5x4 5- 8 - 2 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.19 0.30 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.01 0.03 (loc) E-F E-F E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=661/Mechanical, G=825/0-7-12 (min. 0-1-8) Max HorzG=216(LC 23) Max UpliftE=-411(LC 8), G=-284(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-109/304, B-C=-587/255 BOT CHORD G-H=-337/330, F-H=-337/330, F-I=-332/468, E-I=-332/468 WEBS C-F=-311/342, C-E=-648/463, B-G=-890/298 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=411, G=284. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 84 lb up at 5-7-7, 52 lb down and 84 lb up at 5-7-7, and 161 lb down and 138 lb up at 8-5-6, and 161 lb down and 138 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, A-E=-14 Concentrated Loads (lb) Vert: H=-76(F=-38, B=-38) I=-322(F=-161, B=-161) Job 17-103801T Truss CJ01A Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:02 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-kH?DQ7aObP_V6O2Ya4jYzCJzVYtFqEvRvmIEAZyNYV? Scale = 1:32.3 A B C D G F EHI3x4 1.5x4 3x4 3x4 3x6 3x4 1.5x4 5- 8 - 2 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.19 0.31 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.01 0.03 (loc) E-F E-F E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=689/Mechanical, G=831/0-4-15 (min. 0-1-8) Max HorzG=216(LC 23) Max UpliftE=-417(LC 8), G=-285(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-113/287, B-C=-616/262 BOT CHORD G-H=-353/381, F-H=-353/381, F-I=-339/495, E-I=-339/495 WEBS C-F=-321/370, C-E=-686/472, B-G=-907/302 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=417, G=285. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 87 lb up at 5-7-7, 57 lb down and 87 lb up at 5-7-7, and 169 lb down and 139 lb up at 8-5-6, and 169 lb down and 139 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, A-E=-14 Concentrated Loads (lb) Vert: H=-93(F=-47, B=-47) I=-337(F=-169, B=-169) Job 17-103801T Truss D01 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:03 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-CUZbeTb1Mi7MjYdl7nEnVPsxVx8MZaRa8Q2oi?yNYV_ Scale = 1:64.6 A B C D E F G H I J R Q P O N M L K S T U V W X 6x8 6x12 5x6 5x6 4x5 5x6 7x10 2x4 3x6 4x8 7x10 3x6 3x4 3x8 3x4 5x6 4x8 7x10 11 - 3 - 1 3 4.00 12 8.00 12 Plate Offsets (X,Y)-- [A:0-0-7,0-3-0], [D:0-3-0,0-3-0], [I:0-3-0,0-3-0], [L:0-3-8,0-1-8], [N:0-5-0,0-4-8], [O:0-5-0,0-4-8], [P:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.94 0.64 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.31 0.07 0.08 (loc) P P K P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 473 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* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 1-6-6 BRACING- TOP CHORD Sheathed or 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=4520/0-5-8 (min. 0-2-7), K=2626/0-3-8 (min. 0-1-8) Max HorzA=288(LC 5) Max UpliftA=-506(LC 8), K=-413(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-8513/890, B-C=-8468/901, C-D=-7505/995, D-E=-6494/1037, E-F=-5140/852, F-G=-3229/616, G-H=-3231/625, H-I=-3467/585, I-J=-3366/523, J-K=-2555/422 BOT CHORD A-S=-1010/7733, R-S=-1010/7733, R-T=-1041/7774, T-U=-1041/7774, Q-U=-1041/7774, Q-V=-928/6180, P-V=-928/6180, O-P=-834/5304, O-W=-665/4294, N-W=-665/4294, N-X=-360/2790, M-X=-360/2790, L-M=-367/2719 WEBS C-R=-344/260, C-Q=-1620/117, D-Q=0/1575, F-O=-528/3411, F-N=-3200/644, G-N=-558/3060, H-N=-559/310, I-M=-173/266, I-L=-538/126, J-L=-336/2573, E-P=-602/3704, D-P=-1713/182, E-O=-3167/532 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 0-3-0 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) V(IRC2012)=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 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) A=506, K=413. 8) This truss is designed in accordance with the 2012 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) 300 lb down at 1-9-4, 300 lb down at 3-9-4, 300 lb down at 5-9-4, 300 lb down at 7-9-4, and 300 lb down at 9-9-4, and 2538 lb down and 597 lb up at 9-11-8 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: A-C=-84, C-G=-84, G-J=-84, A-K=-14 Concentrated Loads (lb) Vert: P=-2838(B) S=-300(B) T=-300(B) U=-300(B) V=-300(B) Job 17-103801T Truss DD01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:04 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-gg7zrpbf70FDLiCxhVm02dPHBLabI4WkN4nLDRyNYUz Scale = 1:49.6 0- 1 - 1 3 A B C D E F G H Q P O N M L K J IR S T U V W X Y Z AA AB3x4 6x8 5x6 2x4 2x4 4x12 3x8 3x8 7x10 7x10 5x6 2x4 8x12 4x8 3x4 3x4 3x6 5- 6 - 1 0 5- 8 - 7 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-4-7,0-2-8], [C:0-5-5,Edge], [E:0-3-0,0-3-0], [M:0-5-0,0-4-8], [N:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.24 0.25 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.11 0.03 0.06 (loc) N-O N-O K N-O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 435 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K. REACTIONS.(lb/size) I=-481/Mechanical, K=5287/0-5-8 (min. 0-2-13), Q=2650/0-5-8 (min. 0-1-8) Max HorzQ=212(LC 27) Max UpliftI=-481(LC 1), K=-2477(LC 5), Q=-1052(LC 8) Max GravI=255(LC 8), K=5287(LC 1), Q=2650(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-322/159, B-C=-3351/1562, C-D=-2771/1352, D-E=-2720/1302, E-F=-2720/1302, F-G=-565/1197, G-H=-201/421, H-I=-305/610 BOT CHORD P-Q=-1088/2199, O-P=-1036/2123, O-R=-1577/3288, R-S=-1577/3288, N-S=-1577/3288, N-T=-1577/3288, T-U=-1577/3288, M-U=-1577/3288, M-V=-450/940, V-W=-450/940, W-X=-450/940, L-X=-450/940, L-Y=-450/940, K-Y=-450/940, K-Z=-827/397, Z-AA=-827/397, J-AA=-827/397 WEBS B-O=-502/813, C-O=-762/1463, D-O=-868/396, D-N=-358/709, D-M=-830/402, E-M=-399/155, F-M=-1243/2599, F-L=-378/720, F-K=-3695/1756, G-K=-1642/748, G-J=-587/1218, H-J=-880/419, B-Q=-2952/1226 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) V(IRC2012)=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 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=481, K=2477, Q=1052. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 918 lb down and 606 lb up at 8-0-0, 276 lb down and 176 lb up at 10-0-12, 276 lb down and 176 lb up at 12-0-12, 276 lb down and 176 lb up at 14-0-12, 276 lb down and 176 lb up at 16-0-12, 276 lb down and 176 lb up at 18-0-12, 276 lb down and 176 lb up at 20-0-12, 276 lb down and 176 lb up at 20-7-0, 290 lb down and 176 lb up at 22-7-0, 290 lb down and 176 lb up at 24-7-0, 290 lb down and 176 lb up at 26-7-0, and 290 lb down and 176 lb up at 28-7-0, and 290 lb down and 176 lb up at 30-7-0 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: A-C=-84, C-H=-84, A-I=-14 Concentrated Loads (lb) Vert: O=-918(F) L=-290(F) R=-276(F) S=-276(F) T=-276(F) U=-276(F) V=-276(F) W=-276(F) X=-276(F) Y=-290(F) Z=-290(F) AA=-290(F) AB=-290(F) Job 17-103801T Truss E01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:05 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-8shM39cHuKN4zsn7FCHFbqxJQltu1S8tckXuluyNYUy Scale: 3/16"=1' 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 T4 W6 B1 W3 W2 W1 W1 W2 W4 W6 W7 W7W8 W5 B3B2 A B C D E F G M L K J I HNOPQ R 9x12 MT18H 6x8 5x6 3x6 3x8 1.5x4 5x6 3x4 3x4 5x8 3x4 3x4 5x8 10 - 1 0 - 1 0 7- 0 - 7 11 - 0 - 7 6- 8 - 1 5 7- 0 - 7 10 - 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-1-8,0-5-0], [D:0-5-5,Edge], [J:0-4-0,0-3-0], [K:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.78 0.38 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.30 -0.01 0.02 (loc) J-K J-K G J l/defl >999 >972 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 226 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* W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-L, C-K, D-J, E-J, A-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1175/Mechanical, M=248/Mechanical, L=1525/0-5-8 (min. 0-1-10) Max HorzM=127(LC 5) Max UpliftG=-228(LC 9), L=-229(LC 8) Max GravG=1175(LC 1), M=342(LC 19), L=1525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-663/211, D-E=-926/172, E-F=-941/159, G-H=-174/1035, A-M=-304/23 BOT CHORD K-N=-112/488, N-O=-112/488, J-O=-112/488, J-P=-162/952, I-P=-162/952, I-Q=-116/574, Q-R=-116/574, H-R=-116/574 WEBS B-L=-1394/186, B-K=-136/961, C-K=-888/213, C-J=-125/505, E-J=-437/162, E-I=-537/139, F-I=-87/758, F-H=-1136/233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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 = 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) G=228, L=229. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 17-103801T Truss EE01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:06 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-c3FkGVdvfdVxa0LKpwoU72Uex9EOm1A0qOGSIKyNYUx Scale = 1:43.9 0- 1 - 1 3 0- 1 - 1 3 A B C D E F G H P O N M L K J I Q R S T U V3x4 6x8 6x8 3x4 2x4 4x12 3x8 3x8 7x10 7x10 3x4 3x8 4x12 2x4 4x8 4x8 5- 6 - 1 0 5- 8 - 7 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [A:0-4-7,0-2-8], [C:0-5-5,Edge], [F:0-5-5,Edge], [H:0-4-7,0-2-8], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.16 0.30 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.15 0.05 0.08 (loc) L-M L-M I L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 370 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) P=3208/0-3-8 (min. 0-1-11), I=3208/0-3-8 (min. 0-1-11) Max HorzP=137(LC 24) Max UpliftP=-1320(LC 8), I=-1320(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-472/217, B-C=-4229/1935, C-D=-3522/1671, D-E=-4477/2095, E-F=-3521/1671, F-G=-4228/1934, G-H=-472/216 BOT CHORD A-P=-159/335, O-P=-1327/2821, N-O=-1276/2742, N-Q=-2111/4475, Q-R=-2111/4475, M-R=-2111/4475, M-S=-2111/4475, S-T=-2111/4475, L-T=-2111/4475, L-U=-2085/4477, U-V=-2085/4477, K-V=-2085/4477, J-K=-1142/2742, I-J=-1191/2821, H-I=-159/335 WEBS B-N=-563/957, C-N=-985/1962, D-N=-1589/766, D-M=-388/749, E-L=-423/806, E-K=-1594/767, F-K=-985/1963, G-K=-565/956, B-P=-3617/1527, G-I=-3618/1528 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) V(IRC2012)=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 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=1320, I=1320. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 948 lb down and 612 lb up at 8-0-0, 280 lb down and 176 lb up at 10-0-12, 280 lb down and 176 lb up at 12-0-12, 280 lb down and 176 lb up at 14-0-12, 280 lb down and 176 lb up at 14-11-4, 280 lb down and 176 lb up at 16-11-4, and 280 lb down and 176 lb up at 18-11-4, and 948 lb down and 612 lb up at 20-11-4 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: A-C=-84, C-F=-84, F-H=-84, A-H=-14 Concentrated Loads (lb) Vert: N=-948(F) K=-948(F) Q=-280(F) R=-280(F) S=-280(F) T=-280(F) U=-280(F) V=-280(F) Job 17-103801T Truss G01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:06 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-c3FkGVdvfdVxa0LKpwoU72UWc98Om_D0qOGSIKyNYUx Scale = 1:62.8 T2 T3 W10 B1 B3 B4 W8 W5 W4 W3 W2 W1 W6 W6 W7 W11 W9 T1 T4 B2 B4 A B C D E F G H O N M L K J I P Q R S T 7x10 6x8 5x8 3x4 6x8 2x4 2x4 2x4 8x12 7x10 3x8 5x8 3x4 6x8 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [B:0-3-8,Edge], [D:0-4-0,0-1-9], [F:0-4-0,0-3-4], [M:0-3-12,0-3-0], [N:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.69 0.68 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.48 0.05 0.04 (loc) J-K J-K I J-K l/defl >999 >758 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 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* W8,W3,W11,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt E-K WEBS 1 Row at midpt H-I, C-N, D-M, F-K, F-J, G-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1365/0-5-8 (min. 0-1-8), N=2441/0-5-8 (min. 0-2-10) Max HorzN=430(LC 8) Max UpliftI=-383(LC 5), N=-379(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-151/814, C-D=-834/235, D-E=-923/335, E-F=-933/337, F-G=-1019/281 BOT CHORD N-P=-503/33, M-P=-503/33, E-K=-420/192, K-Q=-355/1118, Q-R=-355/1118, J-R=-355/1118, J-S=-244/810, S-T=-244/810, I-T=-244/810 WEBS C-N=-2216/395, C-M=-157/1334, D-M=-1084/248, K-M=-242/642, D-K=-304/1129, F-K=-317/106, F-J=-351/209, G-J=-105/630, G-I=-1342/408, B-N=-678/317 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=383, N=379. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss G02 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:07 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-5Fo6TreXQxdoC9wWMdJjgF0hMZUdVRTA320?qmyNYUw Scale = 1:62.8 T2 T3 W10 B1 B3 B4 W8 W5 W4 W3 W2 W1 W6 W6 W7 W11 W9 T1 T4 B2 B4 A B C D E F G H O N M L K J I P Q R S T 7x10 6x8 5x8 3x4 6x8 2x4 2x4 2x4 8x12 7x10 3x8 5x8 3x4 6x8 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [B:0-3-8,Edge], [D:0-4-0,0-1-9], [F:0-4-0,0-3-4], [M:0-3-12,0-3-0], [N:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.69 0.68 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.48 0.05 0.04 (loc) J-K J-K I J-K l/defl >999 >758 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 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* W8,W3,W11,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt E-K WEBS 1 Row at midpt H-I, C-N, D-M, F-K, F-J, G-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1365/0-5-8 (min. 0-1-8), N=2441/0-5-8 (min. 0-2-10) Max HorzN=430(LC 8) Max UpliftI=-383(LC 5), N=-379(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-151/814, C-D=-834/235, D-E=-923/335, E-F=-933/337, F-G=-1019/281 BOT CHORD N-P=-503/33, M-P=-503/33, E-K=-420/192, K-Q=-355/1118, Q-R=-355/1118, J-R=-355/1118, J-S=-244/810, S-T=-244/810, I-T=-244/810 WEBS C-N=-2216/395, C-M=-157/1334, D-M=-1084/248, K-M=-242/642, D-K=-304/1129, F-K=-317/106, F-J=-351/209, G-J=-105/630, G-I=-1342/408, B-N=-678/317 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=383, N=379. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss G03 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:07 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-5Fo6TreXQxdoC9wWMdJjgF0g3ZUXVR4A320?qmyNYUw Scale = 1:61.1 T2 T3 W10 B1 B3 B4 W8 W5 W4 W3 W2 W1 W6 W6 W7 W11 W9 T1 T4 B2 B4 A B C D E F G N M L K J I H O P Q R S 7x10 6x8 5x8 3x4 6x8 2x4 2x4 2x4 8x12 7x10 3x8 5x8 3x4 6x8 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [C:0-4-0,0-1-9], [E:0-4-0,0-3-4], [L:0-4-0,0-3-0], [M:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.71 0.69 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.48 0.06 0.04 (loc) I-J I-J H I-J l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 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* W8,W3,W11,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt D-J WEBS 1 Row at midpt G-H, B-M, C-L, E-J, E-I, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1403/0-5-8 (min. 0-1-8), M=2258/0-5-8 (min. 0-2-7) Max HorzM=390(LC 8) Max UpliftH=-386(LC 5), M=-322(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-85/584, B-C=-933/244, C-D=-1009/343, D-E=-1020/346, E-F=-1052/285 BOT CHORD M-O=-350/52, L-O=-350/52, D-J=-422/192, J-P=-360/1174, P-Q=-360/1174, I-Q=-360/1174, I-R=-246/838, R-S=-246/838, H-S=-246/838 WEBS B-M=-2066/356, B-L=-155/1181, C-L=-1037/243, J-L=-251/717, C-J=-304/1144, E-J=-293/105, E-I=-392/213, F-I=-109/662, F-H=-1389/413, A-M=-479/208 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=386, M=322. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss G04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:08 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ZRMUhBe9BFlfqJViwLqyCTZrpyqmEuKJIilZMCyNYUv Scale = 1:61.1 T2 T3 W10 B1 B3 B4 W8 W5 W4 W3 W2 W1 W6 W6 W7 W11 W9 T1 T4 B2 B4 A B C D E F G N M L K J I H O P Q R S 7x10 6x8 5x8 3x4 6x8 2x4 2x4 2x4 8x12 7x10 3x8 5x8 3x4 6x8 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [C:0-4-0,0-1-9], [E:0-4-0,0-3-4], [L:0-4-0,0-3-0], [M:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.71 0.69 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.48 0.06 0.04 (loc) I-J I-J H I-J l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 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* W8,W3,W11,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt D-J WEBS 1 Row at midpt G-H, B-M, C-L, E-J, E-I, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1403/0-5-8 (min. 0-1-8), M=2258/0-5-8 (min. 0-2-7) Max HorzM=390(LC 8) Max UpliftH=-386(LC 5), M=-322(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-85/584, B-C=-933/244, C-D=-1009/343, D-E=-1020/346, E-F=-1052/285 BOT CHORD M-O=-350/52, L-O=-350/52, D-J=-422/192, J-P=-360/1174, P-Q=-360/1174, I-Q=-360/1174, I-R=-246/838, R-S=-246/838, H-S=-246/838 WEBS B-M=-2066/356, B-L=-155/1181, C-L=-1037/243, J-L=-251/717, C-J=-304/1144, E-J=-293/105, E-I=-392/213, F-I=-109/662, F-H=-1389/413, A-M=-479/208 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=386, M=322. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss G05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:08 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ZRMUhBe9BFlfqJViwLqyCTZokyqXEuaJIilZMCyNYUv Scale = 1:61.0 T1 T2 W9 B1 B2 B3 W4 W3 W2 W1 W5 W5 W7 W8 W6 T3 B3 A B C D E F L K J I H G M N O P Q 5x8 5x8 3x4 6x8 3x4 1.5x4 2x4 8x12 7x10 4x8 5x6 3x4 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [D:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.91 0.70 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.48 0.07 0.04 (loc) H-I H-I G H-I l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt C-I WEBS 1 Row at midpt F-G, B-K, D-I, D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1497/0-5-8 (min. 0-1-10), L=1497/0-5-8 (min. 0-1-10) Max HorzL=205(LC 8) Max UpliftG=-382(LC 5), L=-219(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1145/219, B-C=-1220/332, C-D=-1231/335, D-E=-1141/280, A-L=-1447/246 BOT CHORD C-I=-387/197, I-N=-353/1315, N-O=-353/1315, H-O=-353/1315, H-P=-243/907, P-Q=-243/907, G-Q=-243/907 WEBS B-K=-975/263, I-K=-239/945, B-I=-301/1109, D-H=-493/208, E-H=-105/746, E-G=-1505/407, A-K=-143/974 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=382, L=219. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss G06 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:08 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ZRMUhBe9BFlfqJViwLqyCTZoqyq1EuxJIilZMCyNYUv Scale = 1:61.0 T1 T2 W9 B1 B2 B3 W4 W3 W2 W1 W5 W5 W7 W8 W6 T3 B3 A B C D E F L K J I H G M N O P Q 5x8 5x8 3x4 6x8 3x4 1.5x4 2x4 8x12 7x10 4x8 5x6 3x4 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [D:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.90 0.67 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.07 0.04 (loc) H-I H-I G H-I l/defl >999 >818 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 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* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt C-I WEBS 1 Row at midpt F-G, B-K, D-I, D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1474/Mechanical, L=1474/0-5-8 (min. 0-1-9) Max HorzL=205(LC 8) Max UpliftG=-376(LC 5), L=-214(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1126/214, B-C=-1191/324, C-D=-1201/327, D-E=-1102/271, A-L=-1425/240 BOT CHORD C-I=-378/193, I-N=-342/1273, N-O=-342/1273, H-O=-342/1273, H-P=-234/874, P-Q=-234/874, G-Q=-234/874 WEBS B-K=-954/258, I-K=-235/927, B-I=-293/1072, D-H=-493/207, E-H=-106/738, E-G=-1474/399, A-K=-138/955 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 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) G=376, L=214. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss GG01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:09 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1ewsuXfnyYtWRT4vU2LBlg6A5MJZzSRTWMV6ufyNYUu Scale: 3/8"=1' A B C D E F G H I P O N M L K J 3x4 4x5 3x4 5- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.10 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a 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 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 Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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 HorzP=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) N, P, L, J except O=-124(LC 8), K=-121(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, O, L, K except M=297(LC 1), P=304(LC 19), J=304(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-M=-272/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) N, P, L, J except (jt=lb) O=124, K=121. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss H01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:09 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1ewsuXfnyYtWRT4vU2LBlg6zXMC1zMQTWMV6ufyNYUu Scale = 1:59.9 T1 T2 T3 T4 W10 B1 B2 B3 W5 W3 W2 W1 W4 W6 W8 W10 W11W9 W7 B4 A B C D E F G N M L K J I H O P Q R 5x8 4x5 6x8 2x4 3x4 1.5x4 5x6 4x8 6x8 5x6 3x8 3x8 7x10 5x8 4- 7 - 2 11 - 0 - 0 2- 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [K:0-5-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.90 0.56 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.56 0.09 0.09 (loc) I-J I-J H I-J l/defl >999 >652 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 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* W10,W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt C-K WEBS 1 Row at midpt B-M, C-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1497/0-5-8 (min. 0-1-10), N=1497/0-5-8 (min. 0-1-10) Max HorzN=-163(LC 4) Max UpliftH=-257(LC 9), N=-195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1145/194, B-C=-1243/252, C-D=-1333/302, D-E=-1718/305, E-F=-3362/584, F-G=-2518/377, G-H=-1467/259, A-N=-1447/219 BOT CHORD C-K=-610/226, K-P=-198/1253, J-P=-199/1250, J-Q=-242/1808, Q-R=-242/1808, I-R=-242/1808 WEBS B-M=-1020/165, K-M=-176/950, B-K=-175/1179, C-J=-117/269, D-J=-58/490, E-J=-721/301, E-I=-265/1355, F-I=-2183/463, G-I=-406/2774, A-M=-123/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=257, N=195. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss HH01 Truss Type Scissor Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:10 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VqUF6tgQis?N3df52lsQIueGCmepivycl0EfR5yNYUt Scale: 3/8"=1' A B C D E H G F3x4 4x5 3x4 5x6 5x6 7x10 3x6 3x6 5- 7 - 2 1- 5 - 1 0 8.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.40 0.14 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.01 0.01 (loc) G-H G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=768/0-5-8 (min. 0-1-8), F=768/0-5-8 (min. 0-1-8) Max HorzH=-138(LC 4) Max UpliftH=-144(LC 8), F=-144(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-678/97, C-D=-678/131 WEBS D-G=-65/449, D-F=-730/211, B-G=-7/432, B-H=-730/234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) except (jt=lb) H=144, F=144. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss HH02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:10 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VqUF6tgQis?N3df52lsQIueL0mfuivucl0EfR5yNYUt Scale: 3/8"=1' A B C D E F G H I P O N M L K J 3x4 4x5 3x4 5- 7 - 2 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.09 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 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 Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-8-0. (lb) - Max HorzP=-138(LC 4) Max Uplift All uplift 100 lb or less at joint(s) N, P, L, J except O=-123(LC 8), K=-120(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, O, L, K except M=281(LC 1), P=284(LC 19), J=284(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-M=-255/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) N, P, L, J except (jt=lb) O=123, K=120. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss HH03 Truss Type Scissor Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:10 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-VqUF6tgQis?N3df52lsQIueBsmePiuWcl0EfR5yNYUt Scale = 1:34.0 A B C D G F E 5x6 4x5 3x4 3x4 7x10 5x6 3x6 5- 7 - 2 1- 5 - 1 0 8.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.74 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.01 0.01 (loc) F-G F-G E F 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=575/0-5-8 (min. 0-1-8), E=799/0-5-8 (min. 0-1-8) Max HorzG=-134(LC 4) Max UpliftG=-100(LC 8), E=-145(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-736/100, B-C=-740/141, A-G=-569/154 BOT CHORD F-G=-151/265 WEBS C-F=-68/502, C-E=-757/211, A-F=-1/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Bearing at joint(s) G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=100, E=145. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J01 Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:11 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-z02dJCh2TA7EhnEHbTOfq5BL4A0CROIm_g_DzXyNYUs Scale = 1:36.2 A B E D C 1.5x4 5x6 1.5x4 4x5 5x6 6- 1 - 1 3 0- 1 0 - 1 8.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.77 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) C-D C-D C D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 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 Sheathed or 6-0-0 oc purlins, except end verticals. 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) E=314/Mechanical, C=314/Mechanical Max HorzE=175(LC 8) Max UpliftC=-174(LC 8) Max GravE=314(LC 1), C=320(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-E=-292/38, B-C=-297/187 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=174. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02 Truss Type Jack-Closed Qty 17 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:11 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-z02dJCh2TA7EhnEHbTOfq5BUHA_LRM2m_g_DzXyNYUs Scale = 1:34.2 A B C E D2x4 1.5x4 3x4 3x4 1.5x4 5- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.18 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 -0.00 (loc) D-E D-E D E l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=287/Mechanical, E=483/0-5-8 (min. 0-1-8) Max HorzE=216(LC 8) Max UpliftD=-161(LC 8), E=-27(LC 8) Max GravD=295(LC 15), E=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-112/280 WEBS B-E=-501/112 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except (jt=lb) D=161. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02A Truss Type Jack-Closed Qty 8 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:12 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-RCc?XYigETF5IxpT9AvuNJkf1aJUApIvDKjmV_yNYUr Scale = 1:33.6 A B C E D2x4 1.5x4 3x4 3x6 1.5x4 5- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.19 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 0.00 -0.00 (loc) D-E D-E D D-E l/defl >999 >832 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=294/Mechanical, E=476/0-3-8 (min. 0-1-8) Max HorzE=216(LC 8) Max UpliftD=-162(LC 8), E=-27(LC 8) Max GravD=301(LC 15), E=476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-115/271 WEBS B-D=-257/194, B-E=-494/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except (jt=lb) D=162. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02B Truss Type Jack-Closed Qty 5 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:12 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-RCc?XYigETF5IxpT9AvuNJkeZa86AqVvDKjmV_yNYUr Scale = 1:33.4 A B C G F E D 4x5 2x4 3x4 1.5x4 5x6 4x12 1.5x4 5- 8 - 7 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [A:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.28 0.85 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.06 0.03 0.02 (loc) E E D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 *Except* : 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E-F. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=298/Mechanical, G=472/0-5-8 (min. 0-1-8) Max HorzG=216(LC 8) Max UpliftD=-162(LC 8), G=-27(LC 8) Max GravD=305(LC 15), G=472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-299/52 BOT CHORD D-E=-232/339 WEBS B-D=-352/245 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G except (jt=lb) D=162. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02C Truss Type Jack-Closed Qty 2 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:12 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-RCc?XYigETF5IxpT9AvuNJkXjaHNAqPvDKjmV_yNYUr Scale = 1:34.3 A B D C 1.5x4 5x6 1.5x4 3x6 5- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 -0.00 0.00 (loc) C-D C-D C D l/defl >956 >466 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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 Sheathed or 6-6-0 oc purlins, except end verticals. 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) D=304/0-5-8 (min. 0-1-8), C=304/Mechanical Max HorzD=169(LC 8) Max UpliftC=-162(LC 8) Max GravD=304(LC 1), C=308(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-D=-261/13, B-C=-261/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=162. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02D Truss Type Jack-Closed Qty 3 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:13 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-vPANkuiI?nNyw4OgjuQ7vWGiTzdcvHf2R_TK1QyNYUq Scale = 1:34.3 A B D C 1.5x4 5x6 1.5x4 3x6 5- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.26 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 -0.00 0.00 (loc) C-D C-D C D l/defl >956 >466 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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 Sheathed or 6-6-0 oc purlins, except end verticals. 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) D=304/Mechanical, C=304/Mechanical Max HorzD=169(LC 8) Max UpliftC=-162(LC 8) Max GravD=304(LC 1), C=308(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-D=-261/13, B-C=-261/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=162. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02E Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:13 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-vPANkuiI?nNyw4OgjuQ7vWGj5zgQvEf2R_TK1QyNYUq Scale = 1:26.4 A B D C2x4 1.5x4 1.5x4 5x6 4- 4 - 4 8.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.68 0.08 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) C-D C-D C-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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 Sheathed or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=181/Mechanical, D=390/0-5-8 (min. 0-1-8) Max HorzD=161(LC 8) Max UpliftC=-118(LC 8), D=-21(LC 8) Max GravC=193(LC 15), D=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-176/508 BOT CHORD A-D=-330/217 WEBS B-D=-449/77 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) C=118. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J02F Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:13 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-vPANkuiI?nNyw4OgjuQ7vWGj6zgOvEg2R_TK1QyNYUq Scale = 1:26.4 A B D C2x4 1.5x4 5x6 1.5x4 4- 4 - 4 8.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.67 0.08 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) C-D C-D C-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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 Sheathed or 5-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=189/Mechanical, D=383/0-3-8 (min. 0-1-8) Max HorzD=161(LC 8) Max UpliftC=-119(LC 8), D=-21(LC 8) Max GravC=199(LC 15), D=383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-177/501 BOT CHORD A-D=-324/218 WEBS B-D=-437/77 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) C=119. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J03 Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:13 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-vPANkuiI?nNyw4OgjuQ7vWGpAzh3vHH2R_TK1QyNYUq Scale = 1:19.4 A B D C2x4 1.5x4 1.5x4 5x6 3- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) C-D D D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 Sheathed or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=53/Mechanical, D=322/0-5-8 (min. 0-1-8) Max HorzD=106(LC 8) Max UpliftC=-75(LC 8), D=-17(LC 8) Max GravC=75(LC 15), D=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-105/348 WEBS B-D=-351/43 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, D. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss J03A Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:14 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-NbjlyEjwm5VoYEzsHbxMSkp_wN1HejZCgeCtasyNYUp Scale = 1:19.4 A B D C2x4 1.5x4 5x6 1.5x4 3- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) C-D C-D D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=65/Mechanical, D=310/0-3-8 (min. 0-1-8) Max HorzD=106(LC 8) Max UpliftC=-76(LC 8), D=-16(LC 8) Max GravC=84(LC 15), D=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-106/344 WEBS B-D=-338/43 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, D. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss K01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:14 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-NbjlyEjwm5VoYEzsHbxMSkppjNyvec?CgeCtasyNYUp Scale = 1:60.5 T1 T2 T3 T4 W6 B1 W3 W2 W1 W1 W2 W4 W6 W7 W6 W7 W8 W5 B3B2 A B C D E F G N M L K J I HOPQR 5x8 4x5 5x6 3x6 3x6 1.5x4 5x6 3x4 3x4 5x8 3x4 1.5x4 3x8 5x6 9- 8 - 7 11 - 0 - 0 9- 4 - 1 5 9- 8 - 7 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [B:0-5-4,0-2-4], [D:0-3-4,0-2-4], [K:0-4-0,0-3-0], [L:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 1.00 0.38 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 -0.01 0.02 (loc) K-L K-L G K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 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* W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 B-M, C-L, E-K, E-J, F-H, A-N, A-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1184/Mechanical, N=285/Mechanical, M=1479/0-5-8 (min. 0-1-9) Max HorzN=175(LC 8) Max UpliftG=-273(LC 5), M=-286(LC 5) Max GravG=1184(LC 1), N=348(LC 19), M=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-664/161, D-E=-846/176, E-F=-768/165, G-H=-197/1011, A-N=-311/0 BOT CHORD L-O=-143/501, O-P=-143/501, K-P=-143/501, J-K=-167/771, J-Q=-137/605, I-Q=-137/605, I-R=-137/605, H-R=-137/605 WEBS B-M=-1369/229, B-L=-123/958, C-L=-885/199, C-K=-79/460, E-K=-517/171, F-J=-60/317, F-I=0/323, F-H=-1130/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) G=273, M=286. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 17-103801T Truss KK01 Truss Type Scissor Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:15 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-snH89akYXOdf9OY2qJSb_xMAInMpN9oLvIyQ6IyNYUo Scale = 1:27.8 A B C D E H G F 3x4 4x5 3x4 5x6 5x6 7x10 3x6 3x6 4- 5 - 1 5 1- 2 - 1 8.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.25 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) F-G F-G F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=606/0-3-0 (min. 0-1-8), F=606/0-3-0 (min. 0-1-8) Max HorzH=-109(LC 4) Max UpliftH=-114(LC 8), F=-114(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-550/78, C-D=-550/105 WEBS D-G=-53/361, D-F=-579/170, B-G=-5/346, B-H=-579/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) except (jt=lb) H=114, F=114. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H, F. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss L01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:15 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-snH89akYXOdf9OY2qJSb_xM?vnH4N3QLvIyQ6IyNYUo Scale = 1:60.5 T1 T2 T3 T4 W6 B1 W3 W2 W1 W1 W2 W4 W6 W7 W6 W7 W8 W5 B3B2 A B C D E F G N M L K J I H O P Q R 5x8 4x5 5x6 1.5x4 3x6 1.5x4 5x6 3x4 3x4 5x8 3x4 1.5x4 3x8 5x6 8- 4 - 7 11 - 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [B:0-5-4,0-2-4], [D:0-3-4,0-2-4], [K:0-4-0,0-3-0], [L:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.91 0.39 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.30 0.02 0.02 (loc) K-L K-L H K-L l/defl >999 >983 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 245 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* W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 G-H, B-M, C-L, E-K, F-H, A-M 2 Rows at 1/3 pts A-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1196/Mechanical, N=332/Mechanical, M=1420/0-5-8 (min. 0-1-8) Max HorzN=144(LC 8) Max UpliftH=-243(LC 9), M=-231(LC 5) Max GravH=1196(LC 1), N=375(LC 19), M=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-680/191, D-E=-906/175, E-F=-875/155, A-N=-338/15 BOT CHORD L-O=-129/520, O-P=-129/520, K-P=-129/520, J-K=-156/882, J-Q=-119/609, I-Q=-119/609, I-R=-119/609, H-R=-119/609 WEBS B-M=-1341/182, B-L=-129/933, C-L=-870/206, C-K=-98/433, E-K=-454/160, E-J=-397/87, F-J=-69/513, F-I=0/260, F-H=-1168/228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) H=243, M=231. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss LG01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:16 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-K_rWMwlAIilWnY6FO0zqX9uNpBjx6csV7yh_elyNYUn Scale = 1:73.1 T2 W1 B1 ST3 ST2 ST1 T1 ST4 ST5 A B C D E F G H N M L K J I 3x4 3x4 14 - 8 - 1 2 14.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.07 0.03 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 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 Stud/Std *Except* ST4,ST5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed 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 H-I, F-K, G-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-3-1. (lb) - Max HorzA=579(LC 8) Max Uplift All uplift 100 lb or less at joint(s) I except A=-229(LC 6), L=-166(LC 8), M=-164(LC 8), N=-177(LC 8), K=-166(LC 8), J=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) I, L, M, N, K, J except A=636(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-843/346, B-C=-695/264, C-D=-694/285, D-E=-541/224, E-F=-388/165 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 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) I except (jt=lb) A=229, L=166, M=164, N=177, K=166, J=177. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss LG03 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:16 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-K_rWMwlAIilWnY6FO0zqX9uOwBjS6cAV7yh_elyNYUn Scale = 1:58.8 T1 T1 B1 ST4 ST3 ST2 B2 ST1 ST3 ST2 ST1 A B C D E F G H I Q P O N M L K J 3x4 4x5 3x4 3x4 10 - 0 - 6 14.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.06 0.06 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 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 *Except* ST4,ST3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-8-5. (lb) - Max HorzA=-266(LC 4) Max Uplift All uplift 100 lb or less at joint(s) I, N except A=-136(LC 6), O=-169(LC 8), P=-161(LC 8), Q=-189(LC 8), M=-167(LC 9), K=-162(LC 9), J=-189(LC 9) Max Grav All reactions 250 lb or less at joint(s) I, N, O, P, M, K except A=259(LC 8), Q=253(LC 15), J=253(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-356/231, H-I=-323/179 BOT CHORD A-Q=-126/250, P-Q=-126/250, O-P=-126/250, N-O=-126/250, M-N=-126/250, L-M=-126/250, K-L=-126/250, J-K=-126/250, I-J=-126/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) I, N except (jt=lb) A=136, O=169, P=161, Q=189, M=167, K=162, J=189. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss LG04 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:17 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-oAPuaGlp30tNPihRyjU34MRZkb3mr4leMcRXAByNYUm Scale = 1:45.2 A B C D E F G L K J I H3x4 4x5 3x4 7- 8 - 1 2 14.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.06 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 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 Sheathed 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 12-10-5. (lb) - Max HorzA=202(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, G except K=-163(LC 8), L=-196(LC 8), I=-162(LC 9), H=-196(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, I except L=258(LC 15), H=258(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) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) A, G except (jt=lb) K=163, L=196, I=162, H=196. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss LL01 Truss Type Scissor Qty 2 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:17 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-oAPuaGlp30tNPihRyjU34MRTbb2Gr3CeMcRXAByNYUm Scale = 1:28.1 A B C D G F E 5x6 4x5 3x4 1.5x4 7x10 5x6 3x6 4- 5 - 1 5 1- 2 - 1 8.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.39 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) E-F E-F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=440/0-3-0 (min. 0-1-8), E=611/0-3-0 (min. 0-1-8) Max HorzG=-106(LC 4) Max UpliftG=-75(LC 8), E=-112(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-543/74, B-C=-559/103, A-G=-429/110 WEBS C-F=-52/366, C-E=-583/169, A-F=-2/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) G except (jt=lb) E=112. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G, E. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss LL02 Truss Type Scissor Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:17 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-oAPuaGlp30tNPihRyjU34MRTdb2Hr4jeMcRXAByNYUm Scale = 1:28.6 A B C F E D 5x6 4x5 5x6 1.5x4 1.5x4 5x8 4- 5 - 1 5 1- 2 - 1 8.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.39 0.08 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) D-E D-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 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 Sheathed or 6-0-0 oc purlins, except end verticals. 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) F=445/0-3-0 (min. 0-1-8), D=445/0-3-0 (min. 0-1-8) Max HorzF=79(LC 7) Max UpliftF=-74(LC 8), D=-74(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-552/87, B-C=-552/112, A-F=-434/114, C-D=-434/101 WEBS A-E=-19/283, C-E=-39/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) F, D. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F, D. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss M01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:18 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-GMzGncmRqJ?E0sGdWR0Ica_Uh_JzaQ6obGA4jdyNYUl Scale = 1:60.5 T2 T3 T4 B1 W6 W3 W2 W1 W1 W2 W4 W9 W7 W8 W5 T1 B3B2 A B C D E F L K J I H G M N O 7x10 5x6 5x8 2x4 3x6 5x8 3x4 5x6 3x4 5x6 1.5x4 5x6 11 - 0 - 0 11 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-2-3], [E:0-5-4,0-2-4], [I:0-3-0,0-3-4], [J:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 1.00 0.37 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.29 -0.02 0.02 (loc) I-J I-J L J-K l/defl >999 >993 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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* W6,W9,W7,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-J, D-I, E-H, F-G, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1192/Mechanical, H=1441/0-5-8 (min. 0-1-9), G=316/Mechanical Max HorzH=261(LC 8) Max UpliftL=-208(LC 8), H=-202(LC 9), G=-67(LC 8) Max GravL=1192(LC 1), H=1441(LC 1), G=375(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1399/243, B-C=-1005/241, C-D=-682/269, A-L=-1144/232, F-G=-338/88 BOT CHORD K-M=-108/1050, J-M=-108/1050, J-N=-108/553, N-O=-108/553, I-O=-108/553, H-I=-118/336 WEBS B-J=-540/285, D-J=-148/538, D-I=-872/225, E-I=-148/929, E-H=-1349/177, A-K=-59/941 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) G except (jt=lb) L=208, H=202. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss N01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:18 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-GMzGncmRqJ?E0sGdWR0Ica_dI_LqaSaobGA4jdyNYUl Scale = 1:62.7 T2 T3 B1 B1 B2 B3 B3 B4 W9 W6 W5 W1 W2 W3 W4 W7 W8 W11W12 W10 T1 T4 A B C D E F G H N M L K J IO 5x6 4x5 1.5x4 5x6 5x6 3x4 3x6 7x10 3x6 5x8 7x10 3x6 5x6 5x8 10 - 1 1 - 9 1- 5 - 1 0 8.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-3-0], [F:0-4-0,0-3-0], [K:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.39 0.26 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 -0.02 0.01 (loc) K-L K-L N M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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* W5,W1,W2,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed 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 C-K, D-K, E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) N=567/0-3-0 (min. 0-1-8), I=452/0-5-8 (min. 0-1-8), K=1934/0-5-8 (min. 0-2-1) Max HorzK=-275(LC 4) Max UpliftN=-103(LC 8), I=-72(LC 9), K=-369(LC 9) Max GravN=656(LC 19), I=551(LC 20), K=1934(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-945/124, B-C=-449/111, C-D=0/418, D-E=0/483, E-F=-308/213, F-G=-303/214, A-N=-642/128 BOT CHORD L-M=-45/726, L-O=-66/279, K-O=-66/279, J-K=-476/351 WEBS B-M=0/256, B-L=-562/194, C-L=-70/387, C-K=-688/279, D-K=-643/9, E-K=-695/335, E-J=-229/675, F-J=-527/320, G-I=-497/125, A-M=-7/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (jt=lb) N=103, K=369. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss P01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:19 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-kZXe?yn3bd85e0rq38XX9nWjxOg1JwrxqwweF4yNYUk Scale = 1:59.3 0- 1 - 1 3 0- 1 - 1 3 T2 T3 T4 B1 W6 W3 W2 W1 W2 W8 W7 W5 W4 T1 B2 A B C D E J I H G FKL 7x10 5x8 5x6 2x4 3x8 3x4 7x10 5x6 2x4 5x6 10 - 9 - 1 0 10 - 1 1 - 7 10 - 9 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-1-9], [D:0-3-0,0-2-3], [G:0-3-4,Edge], [I:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.72 0.26 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.12 0.01 0.03 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* W6,W8,W7,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-H, C-G, D-G, E-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1051/0-3-8 (min. 0-1-8), F=1051/Mechanical Max HorzJ=291(LC 8) Max UpliftJ=-168(LC 8), F=-219(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1267/192, B-C=-785/178, C-D=-452/192, D-E=-674/187, A-J=-1005/194, E-F=-1013/241 BOT CHORD I-J=-355/299, I-K=-353/974, H-K=-353/974, G-H=-122/493 WEBS B-H=-630/300, C-H=-152/447, C-G=-538/203, D-G=-276/243, A-I=-25/772, E-G=-142/640 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) J=168, F=219. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss P02 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:19 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-kZXe?yn3bd85e0rq38XX9nWhlOhkJr9xqwweF4yNYUk Scale = 1:57.6 T2 W1 B1 W7 W3 W2 W9 W8 W5 W6 W4 T1 A B C D E J I H G F K L M7x10 1.5x4 4x5 4x5 3x6 4x12 4x12 6x8 3x6 3x4 10 - 8 - 7 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.86 0.21 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 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* W1,W2,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E W3: 2x10 DF 1950F 1.7E or 2x10 DF SS BRACING- TOP CHORD Sheathed or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-F REACTIONS.(lb/size) F=4277/0-5-8 (min. 0-2-5), J=3868/0-5-8 (min. 0-2-1) Max HorzJ=373(LC 8) Max UpliftF=-1113(LC 8), J=-569(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-K=-4411/685, K-L=-3774/574, B-L=-3115/470, B-M=-3374/548, C-M=-2660/427, C-D=-1851/296, A-J=-3764/575 BOT CHORD I-J=-495/683, H-I=-778/3194, G-H=-538/2213, F-G=-385/1550 WEBS B-I=-593/166, D-G=-449/2176, D-F=-3063/760, A-I=-410/2570, C-H=-308/1317, B-H=-1732/424, C-G=-2100/483 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 0-3-0 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, 2x10 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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 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) F=1113, J=569. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1030 lb down and 217 lb up at 1-6-12, 1019 lb down and 232 lb up at 3-6-12, 1091 lb down and 257 lb up at 5-6-12, and 1096 lb down and 269 lb up at 7-6-12, and 1103 lb down and 302 lb up at 9-6-12 on top chord, and 1465 lb down and 385 lb up at 13-10-4 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: A-E=-84, F-J=-14 Concentrated Loads (lb) Vert: F=-1465(F) D=-1100(F) C=-1096(F) K=-1030(F) L=-1019(F) M=-1091(F) Job 17-103801T Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:20 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-Cl51CHohMxGyG9Q0ds2mh?3_5o2D2Q142afBnWyNYUj Scale = 1:36.2 A B C D E F G K J I H 3x6 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4- 0 - 7 0- 1 - 8 0- 1 - 8 3- 1 0 - 1 5 8.00 12 Plate Offsets (X,Y)-- [B:0-2-0,0-1-8], [D:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.37 0.13 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) A A H l/defl n/r n/r n/a L/d 120 120 n/a 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 Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 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 22-5-8. (lb) - Max HorzB=157(LC 8) Max Uplift All uplift 100 lb or less at joint(s) H, B except J=-161(LC 4), K=-158(LC 8), I=-147(LC 5) Max Grav All reactions 250 lb or less at joint(s) H, B except J=616(LC 20), K=558(LC 1), I=605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-J=-531/209, C-K=-451/187, F-I=-519/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) H, B except (jt=lb) J=161, K=158, I=147. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:20 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-Cl51CHohMxGyG9Q0ds2mh?3zro2D2Re42afBnWyNYUj Scale = 1:36.2 A B C D E F G K J I H 3x4 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2- 1 1 - 2 0- 1 - 8 0- 1 - 8 2- 9 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.39 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) A A H l/defl n/r n/r n/a L/d 120 120 n/a 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 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 Sheathed or 6-0-0 oc purlins, except end verticals. 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 22-5-8. (lb) - Max HorzB=112(LC 8) Max Uplift All uplift 100 lb or less at joint(s) H, B except J=-160(LC 4), K=-126(LC 5), I=-147(LC 4) Max Grav All reactions 250 lb or less at joint(s) H, B except J=589(LC 1), K=565(LC 1), I=602(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-J=-509/209, D-K=-464/169, F-I=-517/199 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 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) H, B except (jt=lb) J=160, K=126, I=147. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:20 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-Cl51CHohMxGyG9Q0ds2mh?3_Fo2B2Rq42afBnWyNYUj Scale = 1:36.0 A B C D E F G K J I H 3x4 3x4 3x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2- 1 1 - 1 1- 7 - 2 0- 1 - 8 2- 9 - 9 0- 1 - 8 1- 5 - 1 0 8.00 12 Plate Offsets (X,Y)-- [B:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.36 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - H l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 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 Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-11-13. (lb) - Max HorzA=71(LC 8) Max Uplift All uplift 100 lb or less at joint(s) A, H except J=-149(LC 9), K=-107(LC 9), I=-157(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, H except J=605(LC 20), K=556(LC 1), I=624(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-J=-524/202, C-K=-455/152, F-I=-524/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) A, H except (jt=lb) J=149, K=107, I=157. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB04 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:21 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-gxfPQdpJ7EOptJ?CBZZ?ECc8OCOEnuwEHEPlKyyNYUi Scale = 1:36.2 A B C D E F G K J I H 3x6 4x8 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2- 1 1 - 1 2- 8 - 7 0- 1 - 8 2- 9 - 9 0- 1 - 8 2- 6 - 1 5 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-2-2], [C:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.40 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - H l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 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 Sheathed or 6-0-0 oc purlins, except end verticals. 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 22-11-13. (lb) - Max HorzA=97(LC 8) Max Uplift All uplift 100 lb or less at joint(s) A, H except J=-149(LC 5), K=-121(LC 9), I=-147(LC 5) Max Grav All reactions 250 lb or less at joint(s) A, H except J=613(LC 20), K=569(LC 1), I=602(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-J=-528/200, D-K=-466/164, F-I=-516/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) A, H except (jt=lb) J=149, K=121, I=147. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB06 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:21 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-gxfPQdpJ7EOptJ?CBZZ?ECc92CPYnu6EHEPlKyyNYUi Scale = 1:35.4 A B C D E F G K J I H 3x4 3x4 3x4 1.5x4 3x4 1.5x4 1.5x4 5x6 1.5x4 1.5x4 5x8 2- 9 - 9 2- 1 1 - 1 0- 1 - 8 0- 1 - 8 1- 2 - 1 5 8.00 12 Plate Offsets (X,Y)-- [B:0-2-0,Edge], [F:0-4-0,0-3-0], [J:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.36 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - H l/defl n/a n/a n/a L/d 999 999 n/a 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-6-5. (lb) - Max HorzA=66(LC 8) Max Uplift All uplift 100 lb or less at joint(s) A, H except K=-118(LC 9), J=-138(LC 9), I=-159(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, H except K=590(LC 1), J=571(LC 20), I=619(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-K=-487/163, E-J=-495/191, F-I=-514/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) A, H except (jt=lb) K=118, J=138, I=159. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:22 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-88CndzpxuYWgVTaOlH4EnQ8M_clgWM6NWu8IsPyNYUh Scale = 1:19.2 A B C D E F 4x5 2x4 2x4 1.5x4 2- 1 1 - 1 0- 1 - 8 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) E E D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 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 Sheathed 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) B=245/7-3-4 (min. 0-1-8), D=245/7-3-4 (min. 0-1-8), F=303/7-3-4 (min. 0-1-8) Max HorzB=-72(LC 6) Max UpliftB=-67(LC 8), D=-76(LC 9), F=-20(LC 8) 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) V(IRC2012)=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) Gable requires continuous bottom chord bearing. 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) B, D, F. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB08 Truss Type Piggyback Qty 6 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:22 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-88CndzpxuYWgVTaOlH4EnQ8NYclhWMENWu8IsPyNYUh Scale = 1:20.0 B C D F A E 4x5 2x4 2x4 1.5x4 2- 1 1 - 1 0- 1 - 8 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) D-F D-F E F l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 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 Sheathed 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 8-9-2 except (jt=length) E=0-3-8, E=0-3-8. (lb) - Max HorzA=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except A=-260(LC 15), B=-254(LC 8), D=-203(LC 9), E=-172(LC 1), E=-172(LC 1) Max Grav All reactions 250 lb or less at joint(s) A, E except B=506(LC 1), D=456(LC 1), F=263(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) V(IRC2012)=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) 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint A, 254 lb uplift at joint B, 203 lb uplift at joint D and 172 lb uplift at joint E. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:22 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-88CndzpxuYWgVTaOlH4EnQ8OAcldWMNNWu8IsPyNYUh Scale = 1:15.5 A B C D E F G H 3x4 3x4 2x4 2x4 1.5x4 1.5x4 1- 1 0 - 2 0- 1 - 8 0- 1 - 8 1- 8 - 1 0 8.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-2-3], [E:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.08 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 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 Sheathed 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) B=277/7-3-4 (min. 0-1-8), F=277/7-3-4 (min. 0-1-8), H=239/7-3-4 (min. 0-1-8) Max HorzB=-44(LC 6) Max UpliftB=-70(LC 8), F=-72(LC 9), H=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-278/72, E-F=-278/70 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 70 lb uplift at joint B, 72 lb uplift at joint F and 29 lb uplift at joint H. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB10 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:23 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-dKm9qJqZfseX7d9bI_bTJdhYY?5tFpMXkYurOryNYUg Scale = 1:17.3 A B C D E F G H 3x4 3x4 2x4 2x4 1.5x4 1.5x4 2- 8 - 7 0- 1 - 8 0- 1 - 8 2- 6 - 1 5 8.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-2-3], [E:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.17 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 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 Sheathed 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) B=245/7-3-4 (min. 0-1-8), F=245/7-3-4 (min. 0-1-8), H=304/7-3-4 (min. 0-1-8) Max HorzB=-67(LC 6) Max UpliftB=-67(LC 8), F=-76(LC 9), H=-16(LC 8) 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) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 67 lb uplift at joint B, 76 lb uplift at joint F and 16 lb uplift at joint H. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss PB11 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:23 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-dKm9qJqZfseX7d9bI_bTJdhZz?6iFpQXkYurOryNYUg Scale = 1:15.4 A B C D E F G J I H 4x5 4x5 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1- 4 - 7 0- 1 - 8 0- 1 - 8 1- 2 - 1 5 8.00 12 Plate Offsets (X,Y)-- [C:0-3-4,0-2-4], [E:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) F F F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 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 Sheathed 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 7-3-4. (lb) - Max HorzB=32(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, F, I, J, H Max Grav All reactions 250 lb or less at joint(s) B, F, J, H except I=275(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) V(IRC2012)=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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) B, F, I, J, H. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 17-103801T Truss Q01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:24 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-5WKX2frCP9mOknknsi7isrEXhPNd_7LgzBdPwHyNYUf Scale = 1:57.8 T1 T2 T3 T4 W8 B1 B2 B3 W5 W3 W2 W1 W4 W6 W8 W9 W8 W9 W10 W7 B4 A B C D E F G O N M L K J I H P Q R 5x8 4x5 5x6 3x4 3x6 2x4 1.5x4 5x6 4x8 8x12 5x6 3x8 3x4 5x6 3x8 9- 6 - 7 10 - 7 - 5 1- 7 - 5 10 - 7 - 5 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [I:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.91 0.29 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.16 -0.07 0.04 (loc) K-L N-O O K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 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* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N. 1 Row at midpt C-L WEBS 1 Row at midpt G-H, B-N, C-K, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1497/0-5-8 (min. 0-1-10), O=1497/0-5-8 (min. 0-1-10) Max HorzH=180(LC 8) Max UpliftH=-336(LC 5), O=-195(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1182/203, B-C=-1243/280, C-D=-1323/275, D-E=-1609/333, E-F=-1462/305, A-O=-1447/221 BOT CHORD C-L=-593/198, L-P=-166/1254, K-P=-167/1252, J-K=-188/1471, J-Q=-129/1033, I-Q=-129/1033, I-R=-129/1033, H-R=-129/1033 WEBS B-N=-922/173, L-N=-98/941, B-L=-230/1113, D-K=-110/576, E-K=-705/191, E-J=-472/125, F-J=-121/675, F-I=0/312, F-H=-1610/356, A-N=-109/984 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=336, O=195. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss S01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:24 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-5WKX2frCP9mOknknsi7isrEXfPLW_6OgzBdPwHyNYUf Scale = 1:57.3 T1 T2 T3 T4 W10 B1 B2 B3 W5 W3 W2 W1 W4 W6 W8 W10 W11 W9 W7 B4 A B C D E F G N M L K J I H O P Q 5x8 4x5 6x8 2x4 2x4 1.5x4 5x6 4x8 8x12 5x6 3x8 3x6 7x10 5x6 5- 5 - 5 10 - 6 - 3 1- 6 - 3 10 - 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.91 0.43 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.34 -0.07 0.07 (loc) I-J I-J N I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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* W10,W3,W6,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: L-M. 1 Row at midpt C-K WEBS 1 Row at midpt G-H, B-M, C-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1497/0-5-8 (min. 0-1-10), N=1497/0-5-8 (min. 0-1-10) Max HorzH=132(LC 7) Max UpliftH=-272(LC 9), N=-195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1192/186, B-C=-1241/260, C-D=-1327/310, D-E=-1676/323, E-F=-2795/512, F-G=-2138/343, G-H=-1449/291, A-N=-1447/220 BOT CHORD C-K=-606/210, K-O=-181/1251, J-O=-182/1249, J-P=-334/1684, P-Q=-334/1684, I-Q=-334/1684 WEBS B-M=-894/164, K-M=-86/930, B-K=-253/1093, D-J=-78/504, E-J=-677/263, E-I=-230/1037, F-I=-1946/449, G-I=-377/2389, A-M=-114/986 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=272, N=195. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss T01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:25 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-ZjuwF?sqATuFMxIzQPexO2msAphvjY5pCrNyTjyNYUe Scale = 1:59.7 0- 1 - 1 3 0- 1 - 1 3 T2 T3 T4 T5 W11 B1 W13 W8 W7 W3 W2 W1 W2 W4 W5 W11 W12 W11 W12 W15 W14 W9W6 W10 T1 B3B2 A B C D E F G H I J T S R Q P O N M L KU V W X 5x6 6x12 6x8 5x6 1.5x4 6x8 2x4 7x10 3x6 3x4 3x6 3x8 5x6 7x10 5x6 2x4 5x8 5x6 3x8 5x6 10 - 3 - 5 6- 1 - 1 3 10 - 5 - 2 10 - 3 - 5 8.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-3-0], [E:0-5-5,Edge], [K:Edge,0-4-4], [O:0-5-0,0-4-8], [Q:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.28 0.42 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.22 0.05 0.09 (loc) N N K N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 562 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* W3,W2,W1,W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-K REACTIONS.(lb/size) K=4310/Mechanical, T=2507/0-3-8 (min. 0-1-8) Max HorzT=266(LC 8) Max UpliftK=-1400(LC 9), T=-571(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3141/721, B-C=-3292/826, C-D=-3101/846, D-E=-2776/832, E-F=-3352/945, F-G=-4688/1302, G-H=-5735/1617, H-I=-5087/1460, A-T=-2437/577 BOT CHORD S-T=-319/283, R-S=-805/2540, Q-R=-764/2656, P-Q=-658/2503, O-P=-1023/3840, N-O=-1386/4914, M-N=-1468/5126, M-U=-963/3046, U-V=-963/3046, L-V=-963/3046, L-W=-963/3046, W-X=-963/3046, K-X=-963/3046 WEBS B-S=-564/171, B-R=-187/296, C-Q=-481/296, D-Q=-195/417, D-P=-447/1309, E-P=-473/1534, F-P=-2786/942, F-O=-987/3131, H-M=-1563/298, I-M=-839/3350, I-L=-421/824, I-K=-4971/1569, A-S=-497/2423, G-N=-982/3006, G-O=-2988/1008, H-N=-1560/603 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 0-3-0 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) V(IRC2012)=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 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=1400, T=571. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2224 lb down and 520 lb up at 21-10-8, 300 lb down and 188 lb up at 22-0-12, 300 lb down and 188 lb up at 24-0-12, 300 lb down and 188 lb up at 26-0-12, and 300 lb down and 188 lb up at 28-0-12, and 300 lb down and 188 lb up at 30-0-12 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: A-D=-84, D-E=-84, E-H=-84, H-J=-84, K-T=-14 Concentrated Loads (lb) Vert: N=-2524(B) U=-300(B) V=-300(B) W=-300(B) X=-300(B) Job 17-103801T Truss U01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:26 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1vSITLsSxn06_4tA_69AxGJxhD1?SynzRV6W?AyNYUd Scale = 1:62.0 T1 T1 B1 W4 W1 W2 W3 W5 ST9 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18A B C D E O N M L K J I G F H AN4x5 5x6 3x8 5x6 3x4 3x4 4x12 2x4 2x4 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [A:0-2-3,0-2-5], [C:0-3-4,0-2-8], [C:0-4-0,0-2-8], [E:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.68 0.43 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.31 0.02 0.02 (loc) F-G F-G F F-G l/defl >999 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 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 *Except* ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-7-8 except (jt=length) F=0-3-8, H=0-3-8. (lb) - Max HorzO=-257(LC 4) Max Uplift All uplift 100 lb or less at joint(s) N, O except L=-343(LC 8), I=-156(LC 1), F=-201(LC 9), H=-193(LC 3) Max Grav All reactions 250 lb or less at joint(s) I, J, K, M, N, H except L=1543(LC 1), O=279(LC 1), F=989(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-58/440, B-C=-6/555, C-D=-705/236, D-E=-295/138 BOT CHORD N-O=-327/238, M-N=-327/238, L-M=-327/238, K-L=-47/312, J-K=-47/312, I-J=-47/312, H-I=-47/312, H-AN=-47/312, G-AN=-47/312, F-G=-74/723 WEBS B-L=-622/371, C-L=-1108/147, C-G=-156/476, D-G=-470/316, D-F=-900/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) N, O except (jt=lb) L=343, I=156, F=201, H=193. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss U02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:26 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-1vSITLsSxn06_4tA_69AxGJx?D0aS5RzRV6W?AyNYUd Scale = 1:58.2 T2 T3 B1 W4 W1 W2 W3 W7 W5 W6 T4 B2B1 A B C D E I H G F J K L M 7x10 4x5 7x10 5x8 5x6 3x6 3x6 5x6 3x4 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [E:0-0-13,Edge], [G:0-3-0,0-3-4], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.66 0.45 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.31 0.05 0.04 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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* W4,W3,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E-F. WEBS 1 Row at midpt B-I, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1281/0-3-8 (min. 0-1-8), F=1433/0-3-8 (min. 0-1-8) Max HorzI=-253(LC 4) Max UpliftI=-224(LC 8), F=-261(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-322/145, B-C=-1454/383, C-D=-1453/360, A-I=-335/155 BOT CHORD I-J=-281/1327, J-K=-281/1327, H-K=-281/1327, H-L=-71/912, L-M=-71/912, G-M=-71/912, F-G=-157/1254 WEBS B-H=-409/300, C-H=-216/657, C-G=-191/555, D-G=-418/305, B-I=-1372/200, D-F=-1621/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=224, F=261. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss U03 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:27 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-V50gght4i48ycESMXqgPUTr6ldMpBYh6f9s3XcyNYUc Scale = 1:58.2 T2 T3 B1 W4 W1 W2 W3 W7 W5 W6 T4 B2B1 A B C D E I H G F J K L M 7x10 4x5 7x10 5x8 5x6 3x6 3x6 5x6 3x4 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [E:0-0-13,Edge], [G:0-3-0,0-3-4], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.66 0.45 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.31 0.05 0.04 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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* W4,W3,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E-F. WEBS 1 Row at midpt B-I, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1281/Mechanical, F=1433/0-3-8 (min. 0-1-8) Max HorzI=-253(LC 4) Max UpliftI=-224(LC 8), F=-261(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-322/145, B-C=-1454/383, C-D=-1453/360, A-I=-335/155 BOT CHORD I-J=-281/1327, J-K=-281/1327, H-K=-281/1327, H-L=-71/912, L-M=-71/912, G-M=-71/912, F-G=-157/1254 WEBS B-H=-409/300, C-H=-216/657, C-G=-191/555, D-G=-418/305, B-I=-1372/200, D-F=-1621/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) I=224, F=261. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss U04 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:27 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-V50gght4i48ycESMXqgPUTr6ldMpBYh6f9s3XcyNYUc Scale = 1:58.2 T2 T3 B1 W4 W1 W2 W3 W7 W5 W6 T4 B2B1 A B C D E I H G F J K L M 7x10 4x5 7x10 5x8 5x6 3x6 3x6 5x6 3x4 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [E:0-0-13,Edge], [G:0-3-0,0-3-4], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.66 0.45 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.31 0.05 0.04 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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* W4,W3,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E-F. WEBS 1 Row at midpt B-I, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1281/Mechanical, F=1433/0-3-8 (min. 0-1-8) Max HorzI=-253(LC 4) Max UpliftI=-224(LC 8), F=-261(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-322/145, B-C=-1454/383, C-D=-1453/360, A-I=-335/155 BOT CHORD I-J=-281/1327, J-K=-281/1327, H-K=-281/1327, H-L=-71/912, L-M=-71/912, G-M=-71/912, F-G=-157/1254 WEBS B-H=-409/300, C-H=-216/657, C-G=-191/555, D-G=-418/305, B-I=-1372/200, D-F=-1621/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) I=224, F=261. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss U05 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:27 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-V50gght4i48ycESMXqgPUTr8LdN2BYi6f9s3XcyNYUc Scale = 1:58.2 T2 T2 B1 W1 W2 W1 W2 W4 W3 W4 W3 B1B1 A B C D E I H G F J K L M N O 7x10 4x5 7x10 5x8 5x8 3x6 3x6 3x6 3x6 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.56 0.44 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.27 0.05 0.03 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 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* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-I, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1276/Mechanical, F=1276/0-3-8 (min. 0-1-8) Max HorzI=227(LC 5) Max UpliftI=-223(LC 8), F=-223(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-322/144, B-C=-1445/379, C-D=-1445/379, D-E=-322/144, A-I=-334/154, E-F=-334/154 BOT CHORD I-J=-307/1329, J-K=-307/1329, H-K=-307/1329, H-L=-95/918, L-M=-95/918, G-M=-95/918, G-N=-164/1204, N-O=-164/1204, F-O=-164/1204 WEBS C-G=-215/646, D-G=-409/301, C-H=-215/646, B-H=-409/301, B-I=-1366/200, D-F=-1366/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) I=223, F=223. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss U06 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:28 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-zIa2u0uiTOGpDO1Y5XBe0hOKV0nWwwdGupbc32yNYUb Scale = 1:58.2 A B C D E F G H O N M L K J I P Q R S T U V 5x6 4x5 5x6 10x16 7x10 1.5x4 3x6 3x8 1.5x4 3x6 10x16 4x5 3x6 10 - 1 - 1 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-3-0], [G:0-3-0,0-3-0], [I:Edge,0-3-8], [I:0-0-0,0-1-12], [L:0-5-0,0-4-8], [O:Edge,0-3-8], [O:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.47 0.17 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.08 0.11 -0.02 -0.05 (loc) K-L K-L I M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 391 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* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) O=1267/Mechanical, I=845/0-3-8 (min. 0-1-8) Max HorzO=-227(LC 4) Max UpliftO=-1085(LC 27), I=-3421(LC 26) Max GravO=1527(LC 40), I=1839(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1867/1572, B-C=-1792/1655, C-D=-1728/1674, D-E=-1918/2218, E-F=-1924/2200, F-G=-2325/4764, G-H=-2242/4522, A-O=-1491/1162, H-I=-1775/3392 BOT CHORD N-O=-237/287, N-P=-1290/1651, P-Q=-1290/1651, M-Q=-1290/1651, M-R=-1243/1291, R-S=-1243/1291, S-T=-1243/1291, L-T=-1243/1291, L-U=-4005/1874, U-V=-4005/1874, K-V=-4005/1874, J-K=-3743/1793 WEBS D-L=-2227/1226, E-L=-341/198, G-J=-505/790, D-M=-525/639, C-M=-346/204, B-M=-297/182, B-N=-338/130, A-N=-1326/1411, H-J=-3682/1701, F-K=-3605/724, F-L=-651/3121, G-K=-983/354 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 0-2-0 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) V(IRC2012)=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 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) O=1085, I=3421. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down and 495 lb up at 6-7-8, 15 lb down and 83 lb up at 8-6-12, 46 lb down and 202 lb up at 10-6-12, 50 lb down and 332 lb up at 12-6-12, 328 lb down at 14-6-12, 331 lb down at 16-6-12, and 334 lb down at 18-6-12, and 777 lb down and 4780 lb up at 20-6-12 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: A-D=-84, D-H=-84, I-O=-14 Concentrated Loads (lb) Vert: M=-46(B) K=1321(B) P=136(B) Q=26(B) S=-3(B) T=-328(B) U=-331(B) V=-334(B) Job 17-103801T Truss W01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:29 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-RU7Q5MvKEiOgrYclfFitZuxOJQ5JfNTP7TLAcVyNYUa Scale = 1:56.7 T1 T2 T3 T4 W8 B1 B2 B3 W5 W3 W2 W1 W4 W6 W8 W9 W8 W9 W10 W7 B4 A B C D E F G O N M L K J I H P 5x8 4x5 5x6 2x4 3x6 2x4 1.5x4 5x6 4x8 8x12 5x6 3x8 3x6 5x6 3x8 7- 8 - 7 10 - 1 - 5 1- 1 - 5 10 - 1 - 5 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [I:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.92 0.26 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 -0.06 0.04 (loc) K N-O O K 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 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* W8,W3,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N. 1 Row at midpt C-L WEBS 1 Row at midpt B-N, C-K, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1497/0-5-8 (min. 0-1-10), O=1497/0-5-8 (min. 0-1-10) Max HorzH=149(LC 8) Max UpliftH=-290(LC 9), O=-185(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1235/178, B-C=-1239/237, C-D=-1322/279, D-E=-1657/284, E-F=-1652/276, A-O=-1446/210 BOT CHORD C-L=-599/205, L-P=-167/1250, K-P=-168/1249, J-K=-260/1666, I-J=-183/1083, H-I=-183/1083 WEBS B-N=-780/143, L-N=-71/922, B-L=-228/1015, D-K=-81/495, E-K=-687/192, E-J=-623/124, F-J=-116/885, F-H=-1673/311, A-N=-107/997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=290, O=185. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss X01 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:30 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-wghoIivy??WXTiBxDyD656Td1qHcOnOZL74j8xyNYUZ Scale = 1:57.6 A B C D E F G N M L K J I H O P Q R S T U V W 3x4 5x8 12x16 MT18H 8x12 3x6 4x8 1.5x4 12x12 4x12 9x12 MT18H 6x12 1.5x4 10 - 0 - 7 8.00 12 Plate Offsets (X,Y)-- [G:Edge,0-3-8], [H:0-0-0,0-1-12], [I:0-3-8,0-2-0], [J:0-1-12,0-0-0], [K:0-5-4,Edge], [K:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.66 0.90 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.31 0.07 0.10 (loc) J-L J-L H J-L l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18H Weight: 371 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* : 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E : 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) N=8088/0-3-8 (req. 0-4-5), H=5400/0-3-8 (min. 0-2-14) Max HorzN=-224(LC 30) Max UpliftN=-1570(LC 8), H=-1018(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1299/315, B-C=-8237/1696, C-D=-8185/1787, D-E=-7365/1753, E-F=-7434/1618, F-G=-6878/1278, A-N=-876/237, G-H=-5295/995 BOT CHORD N-O=-1634/7856, M-O=-1634/7856, M-P=-1634/7856, P-Q=-1634/7856, L-Q=-1634/7856, L-R=-1001/5147, R-S=-1001/5147, S-T=-1001/5147, T-U=-1001/5147, K-U=-1001/5147, J-K=-1001/5147, J-V=-1009/5652, V-W=-1009/5652, I-W=-1009/5652 WEBS D-J=-986/3268, F-I=-1008/444, D-L=-1138/5418, C-L=-353/213, B-L=-1344/309, B-M=-499/3040, B-N=-9439/1778, G-I=-974/5582, E-J=-418/261, F-J=-480/710 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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) V(IRC2012)=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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) WARNING: Required bearing size at joint(s) N greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=1570, H=1018. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1267 lb down and 238 lb up at 2-0-12, 1267 lb down and 238 lb up at 4-0-12, 1267 lb down and 238 lb up at 6-0-12, 1267 lb down and 238 lb up at 8-0-12, 1262 lb down and 237 lb up at 10-0-12, 1262 lb down and 237 lb up at 12-0-12, 1262 lb down and 237 lb up at 14-0-12, 1310 lb down and 1099 lb up at 15-10-8, 290 lb down at 17-9-0, and 290 lb down at 19-9-0, and 290 lb down at 21-9-0 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: A-D=-84, D-G=-84, H-N=-14 Concentrated Loads (lb) Vert: I=-290(F) L=-1262(F) M=-1267(F) J=-1253(F) O=-1267(F) P=-1267(F) Q=-1267(F) S=-1262(F) T=-1262(F) V=-290(F) W=-290(F) Job 17-103801T Truss Y01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:30 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-wghoIivy??WXTiBxDyD656TZ2qQ1OrMZL74j8xyNYUZ Scale = 1:56.2 T1 T2 T3 T4 W8 B1 B2 B3 W5 W3 W2 W1 W4 W6 W8 W9 W9 W10 W7 B4 A B C D E F G N M L K J I H O 5x8 5x6 5x6 1.5x4 3x6 2x4 1.5x4 5x6 5x6 4x8 8x12 5x6 3x8 3x6 6- 3 - 5 10 - 0 - 3 1- 0 - 3 10 - 0 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3], [D:0-3-0,0-2-3], [I:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.92 0.36 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 -0.07 0.05 (loc) H-I H-I N I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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* W8,W3,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: L-M. 1 Row at midpt C-K WEBS 1 Row at midpt B-M, C-J, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1497/0-5-8 (min. 0-1-10), N=1497/0-5-8 (min. 0-1-10) Max HorzH=128(LC 5) Max UpliftH=-280(LC 9), N=-191(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1245/185, B-C=-1237/249, C-D=-1328/301, D-E=-1713/283, E-F=-1890/306, A-N=-1446/216 BOT CHORD C-K=-596/210, K-O=-174/1247, J-O=-175/1246, I-J=-347/1912, H-I=-252/1123 WEBS B-M=-752/145, K-M=-74/920, B-K=-232/992, D-J=-61/406, E-J=-781/214, E-I=-779/176, F-I=-138/1175, F-H=-1700/333, A-M=-113/1000 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=280, N=191. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 17-103801T Truss Z01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.110 s Jul 14 2017 Print: 8.110 s Jul 14 2017 MiTek Industries, Inc. Wed Nov 1 12:41:31 2017 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1QZc0dlRCRqKIJi1SvtkO_yNYxA-OsFBW2wbmJeO4sm7mglLeJ0pmEns7IPianqGgNyNYUY Scale = 1:57.5 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 T4 W5 B1 W7 W3 W2 W1 W2 W4 W5 W6 W5 W6 W9 W8 B3B2 A B C D E F G N M L K J I H O 5x6 8x12 6x8 5x6 1.5x4 3x6 2x4 5x6 3x6 3x8 5x8 3x6 1.5x4 4x8 9- 6 - 1 0 6- 1 1 - 7 9- 8 - 7 9- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [D:0-5-5,Edge], [K:0-4-0,0-3-0], [L:0-3-0,0-3-0], [M:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.60 0.26 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.06 0.04 (loc) K L-M H L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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* W5,W7,W9,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-L, C-K, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1546/Mechanical, N=1546/0-3-8 (min. 0-1-10) Max HorzN=272(LC 8) Max UpliftH=-300(LC 9), N=-236(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1960/291, B-C=-1669/293, C-D=-1308/291, D-E=-1642/291, E-F=-1605/273, A-N=-1502/257 BOT CHORD M-N=-319/247, L-M=-430/1528, L-O=-245/1264, K-O=-245/1264, J-K=-277/1620, I-J=-191/1023, H-I=-191/1023 WEBS B-L=-393/241, C-L=-106/382, C-K=-167/303, D-K=-94/469, E-K=-592/177, E-J=-704/171, F-J=-164/963, F-H=-1682/314, A-M=-115/1409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=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) 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) H=300, N=236. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard