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HomeMy WebLinkAboutTRUSS LAYOUT - 20-00557 - 1012 Cypress Loop - Price New SFRJob 20-067476T Truss A01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-9ChDYsWAUKjWLiOfkFOoVFb?ftWP8AhgrWKz18z3Nre Scale = 1:68.6 T2 T2 B1 W6 W3 W2 W1 W2 W4 W5 HW1 HW1 T1 T1 B4B3B2A B C D E F G H I L K J M N O P Q R S T 5x6 4x5 3x8 5x8 5x8 3x6 5x8 3x4 5x8 5x8 4x5 3x8 8-0-1 8-0-1 8-2-13 0-2-12 18-6-1 10-3-4 27-5-1 8-11-0 37-0-3 9-7-2 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-1 6-2-0 18-6-1 6-2-0 24-8-2 6-2-0 30-10-2 6-2-0 37-0-3 6-2-0 38-6-3 1-6-0 0- 6 - 6 9- 9 - 7 10 - 3 - 1 5 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-4], [B:0-2-8,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-0], [H:0-2-8,Edge], [H:Edge,0-1-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.47 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.37 0.04 -0.09 (loc) K-L K-L H K-L l/defl >999 >920 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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,W5: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-L, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=2491/0-5-8 (min. 0-2-11), H=1397/0-5-8 (min. 0-1-8) Max HorzL=-209(LC 10) Max UpliftL=-651(LC 12), H=-228(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-636/815, C-M=-630/973, C-D=-637/1257, D-N=-903/152, E-N=-803/166, E-O=-803/184, F-O=-903/163, F-G=-1722/259, G-P=-1986/288, H-P=-2095/266 BOT CHORD B-L=-739/645, L-Q=-58/387, Q-R=-58/387, K-R=-58/387, K-S=0/1258, S-T=0/1258, J-T=0/1258, H-J=-135/1735 WEBS C-L=-518/233, D-L=-2256/746, D-K=-220/702, E-K=-35/420, F-K=-836/251, F-J=-49/485, G-J=-407/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 18-6-1, Exterior(2) 18-6-1 to 22-2-8, Interior(1) 22-2-8 to 38-6-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) L=651, H=228. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss A02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-dPFblCWoFerNzszrIzv11S87uHk7tYjp3A3WZbz3Nrd Scale = 1:73.7 T2 T3 B1 B2 B3 B4 B5 W8 W7 W6 W2 W1 W3 W5 W4 W9 HW1 HW1 T1 T4 A B C D E F G H I P O N M L K J Q R S T 6x8 5x6 5x8 4x5 3x8 2x4 5x8 5x6 2x4 4x5 3x8 3x6 7x10 4x8 4x12 8x12 8-0-1 8-0-1 8-2-13 0-2-12 10-6-0 2-3-3 18-6-1 8-0-1 22-11-11 4-5-10 29-11-15 7-0-4 37-0-3 7-0-4 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 18-6-1 8-0-1 22-11-11 4-5-10 29-11-15 7-0-4 37-0-3 7-0-4 38-6-3 1-6-0 0- 6 - 6 9- 9 - 7 10 - 3 - 1 5 0- 6 - 6 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [B:0-0-0,0-1-4], [G:0-4-0,0-3-4], [H:0-0-0,0-1-4], [H:0-2-8,Edge], [J:0-3-8,0-2-0], [N:0-6-4,0-4-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.95 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.06 0.04 (loc) M-N M-N H H-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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* B2,B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt D-N WEBS 1 Row at midpt E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1397/0-5-8 (min. 0-1-8), P=2491/0-5-8 (min. 0-2-11) Max HorzP=209(LC 11) Max UpliftH=-228(LC 12), P=-651(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-592/789, C-Q=-586/917, C-D=-549/635, D-R=-1031/128, E-R=-861/142, E-S=-815/179, F-S=-949/164, F-G=-1611/218, G-T=-1979/262, H-T=-2108/237 BOT CHORD B-P=-708/604, D-N=-1674/672, M-N=-418/637, L-M=0/1318, F-L=-44/541, H-J=-108/1735 WEBS C-P=-1721/324, N-P=-2214/930, C-N=-175/1748, D-M=-478/1118, E-M=-96/523, F-M=-947/224, J-L=-125/1679, G-L=-449/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 18-6-1, Exterior(2) 18-6-1 to 22-2-8, Interior(1) 22-2-8 to 38-6-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=228, P=651. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss A03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-5bpzyYXR0yzEa0Y2sgQGaggMMg9Ec75yIqp451z3Nrc Scale = 1:66.0 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 HW1 HW1 T1 T3 B1B2B2A B C D E F G H K J I L M N O P Q R S 5x6 6x8 5x8 5x8 3x4 5x8 5x8 3x4 5x8 6x8 9-3-1 9-3-1 18-6-1 9-3-1 27-9-2 9-3-1 37-0-3 9-3-1 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-1 6-2-0 18-6-1 6-2-0 24-8-2 6-2-0 30-10-2 6-2-0 37-0-3 6-2-0 0- 6 - 6 9- 9 - 7 10 - 3 - 1 5 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-0-8], [B:0-6-11,0-1-0], [B:Edge,0-3-2], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-0,0-0-8], [H:Edge,0-3-2], [H:0-6-11,0-1-0], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.58 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.13 0.10 (loc) J-K J-K H J-K 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 Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEBS 1 Row at midpt F-J, D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1946/0-5-8 (min. 0-2-1), H=1788/0-5-8 (min. 0-1-15) Max HorzB=207(LC 11) Max UpliftB=-353(LC 12), H=-277(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-3223/546, C-L=-3113/567, C-D=-2888/550, D-M=-2078/463, E-M=-1951/483, E-N=-1951/492, F-N=-2077/479, F-G=-2911/587, G-O=-3099/612, H-O=-3226/599 BOT CHORD B-K=-429/2719, K-P=-313/2295, P-Q=-313/2295, J-Q=-313/2295, J-R=-309/2302, R-S=-309/2302, I-S=-309/2302, H-I=-455/2750 WEBS E-J=-256/1272, F-J=-832/242, F-I=-63/494, G-I=-389/177, D-J=-821/239, D-K=-33/473, C-K=-371/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 18-6-1, Exterior(2) 18-6-1 to 22-2-8, Interior(1) 22-2-8 to 36-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=353, H=277. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss A04 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-ZnNLAuY3nF55CA7EQOxV6tDSO4QbLR96XUYddTz3Nrb Scale = 1:73.1 T2 T3 B1 B2 B3 B4 B5 W8 W7 W6 W2 W1 W3 W5 W4 W9 HW1 HW1 T1 T4 A B C D E F G H O N M L K J I P Q R S 6x8 5x6 5x8 4x5 3x8 2x4 5x8 5x6 2x4 5x6 3x6 7x10 4x8 4x12 8x12 8-0-1 8-0-1 8-2-13 0-2-12 10-6-0 2-3-3 18-6-1 8-0-1 22-11-11 4-5-10 29-11-15 7-0-4 37-0-3 7-0-4 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 18-6-1 8-0-1 22-11-11 4-5-10 29-11-15 7-0-4 37-0-3 7-0-4 0- 6 - 6 9- 9 - 7 10 - 3 - 1 5 0- 6 - 6 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [B:0-0-0,0-1-4], [G:0-4-0,0-3-4], [H:0-1-0,0-0-8], [H:0-6-11,0-1-0], [H:Edge,0-3-0], [I:0-3-8,0-2-0], [M:0-6-4,0-4-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.95 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.06 0.06 (loc) H-I L-M H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 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* B2,B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt D-M WEBS 1 Row at midpt E-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1241/0-5-8 (min. 0-1-8), O=2495/0-5-8 (min. 0-2-11) Max HorzO=207(LC 11) Max UpliftH=-154(LC 12), O=-654(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-592/789, C-P=-586/917, C-D=-544/634, D-Q=-1037/141, E-Q=-868/155, E-R=-822/192, F-R=-955/176, F-G=-1624/244, G-S=-1994/312, H-S=-2144/296 BOT CHORD B-O=-708/604, D-M=-1678/670, L-M=-418/618, K-L=0/1329, F-K=-67/555, H-I=-184/1772 WEBS C-O=-1725/332, M-O=-2218/921, C-M=-186/1753, D-L=-476/1122, E-L=-95/528, F-L=-956/228, I-K=-203/1718, G-K=-477/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 18-6-1, Exterior(2) 18-6-1 to 22-2-8, Interior(1) 22-2-8 to 36-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=154, O=654. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss A05 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-1zxkNEZhYZEyqKiQz5Skf5mfUUsE4?zFl8IBAvz3Nra Scale = 1:65.1 T2 T3 B1 W6 W5 W2 W1 W3 HW1 W7 W4 T1 B3B2A B C D E F G J I H K L M N O P Q R 4x5 2x4 4x5 3x8 5x8 5x8 3x4 5x8 3x4 3x6 9-5-15 9-5-15 18-6-1 9-0-2 28-5-13 9-11-12 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-1 6-2-0 18-6-1 6-2-0 23-5-15 4-11-14 28-5-13 4-11-14 0- 6 - 6 9- 9 - 7 10 - 3 - 1 5 4- 9 - 9 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-2-8,Edge], [C:0-4-0,0-3-0], [I:0-4-0,0-3-0], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.54 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.44 0.06 0.05 (loc) H-I H-I H J l/defl >999 >759 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-I, F-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) B=1533/0-5-8 (min. 0-1-10), H=1373/0-5-8 (min. 0-1-8) Max HorzB=173(LC 12) Max UpliftB=-277(LC 12), H=-224(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2374/376, C-K=-2265/397, C-D=-2012/372, D-L=-1191/286, E-L=-1062/298, E-M=-1062/315, F-M=-1164/298 BOT CHORD B-J=-429/1978, J-O=-300/1517, O-P=-300/1517, I-P=-300/1517, I-Q=-156/797, Q-R=-156/797, H-R=-156/797 WEBS C-J=-400/158, D-J=-39/469, D-I=-831/239, E-I=-115/554, F-I=-5/372, F-H=-1371/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 18-6-1, Exterior(2) 18-6-1 to 21-6-1, Interior(1) 21-6-1 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=277, H=224. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss B01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:48:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-_M3Uovax3AUg3dsp5WUCkWr?TIUvYn2YDSnHEoz3NrY Scale = 1:73.6 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 B1 B2 B3 B4 B5 W9 W8 W7 W3 W2 W1 W2 W4 W6 W5 W10 HW1 HW1 T1 T5 A B C D E F G H I Q P O N M L K J R S T U 6x8 5x8 5x6 5x8 4x5 3x8 2x4 5x6 5x6 2x4 5x6 3x6 8x12 3x6 3x8 4x12 8x12 8-0-1 8-0-1 8-2-13 0-2-12 10-6-0 2-3-3 18-0-0 7-6-0 19-0-3 1-0-3 22-11-11 3-11-8 29-11-15 7-0-4 37-0-3 7-0-4 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 18-0-0 7-6-0 19-0-3 1-0-3 22-11-11 3-11-8 29-11-15 7-0-4 37-0-3 7-0-4 0- 6 - 6 9- 4 - 1 2 9- 6 - 6 10 - 0 - 1 5 0- 6 - 6 1- 0 - 0 9- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [B:0-0-0,0-1-4], [E:0-4-0,0-1-15], [H:0-4-0,0-3-4], [I:0-1-0,0-0-8], [I:0-6-11,0-1-0], [I:Edge,0-3-0], [J:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.79 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.06 0.06 (loc) I-J I-J I I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 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* B2,B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W3,W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt D-O WEBS 1 Row at midpt E-N, E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1241/0-5-8 (min. 0-1-8), Q=2495/0-5-8 (min. 0-2-11) Max HorzQ=200(LC 11) Max UpliftI=-154(LC 12), Q=-654(LC 12) Max GravI=1242(LC 22), Q=2495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-591/786, C-R=-584/913, C-D=-538/628, D-S=-1003/144, E-S=-849/164, E-F=-823/221, F-G=-1015/228, G-T=-1398/265, H-T=-1628/242, H-U=-1995/329, I-U=-2145/313 BOT CHORD B-Q=-703/602, D-O=-1678/681, N-O=-428/627, M-N=0/770, L-M=-18/1336, G-L=-60/570, I-J=-199/1772 WEBS C-Q=-1730/346, O-Q=-2213/934, C-O=-209/1743, D-N=-494/1150, E-N=-467/291, E-M=-170/502, F-M=-145/405, G-M=-939/253, J-L=-211/1719, H-L=-473/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 18-0-0, Exterior(2) 18-0-0 to 24-3-0, Interior(1) 24-3-0 to 36-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) I=154, Q=654. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss C01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-SYcs0FbZqUcXhnQ?fD0RHjOBQhu3HMziS5WrnEz3NrX Scale: 3/16"=1' 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 B1 W7 W6 W3 W2 W1 W2 W4 HW1 W8 W5 T1 B3B2A B C D E F G H L K J I M N O P Q R S T 4x5 5x8 2x4 4x5 3x8 5x8 5x6 3x4 7x10 3x4 3x4 3x6 9-0-0 9-0-0 18-0-0 9-0-0 19-0-3 1-0-3 28-5-13 9-5-11 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 19-0-3 1-0-3 23-9-0 4-8-13 28-5-13 4-8-13 0- 6 - 6 9- 4 - 1 2 9- 6 - 6 10 - 0 - 1 5 4- 9 - 9 9- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-2-8,Edge], [C:0-3-0,0-3-4], [F:0-4-0,0-1-15], [K:0-3-4,Edge], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.47 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.06 0.05 (loc) I-J I-J I L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 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,W6,W8: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 1 Row at midpt D-K, 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) B=1533/0-5-8 (min. 0-1-10), I=1373/0-5-8 (min. 0-1-8) Max HorzB=173(LC 12) Max UpliftB=-277(LC 12), I=-224(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2384/394, C-M=-2277/415, C-D=-2051/397, D-N=-1244/304, E-N=-1120/324, E-F=-1003/341, F-O=-1055/328, G-O=-1155/312 BOT CHORD B-L=-454/1987, L-Q=-337/1542, Q-R=-337/1542, K-R=-337/1542, J-K=-153/951, J-S=-164/779, S-T=-164/779, I-T=-164/779 WEBS C-L=-374/151, D-L=-34/480, D-K=-792/238, F-K=-166/565, G-J=0/391, G-I=-1380/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 18-0-0, Exterior(2) 18-0-0 to 23-3-1, Interior(1) 23-3-1 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=277, I=224. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss CJ01 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:01 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-wlAEDbcBbokOIx?BCxXgpxwOY5JC0qjrglGOJhz3NrW Scale = 1:28.2 T1 W1 B1 W5 W4 W3 W2 A B C D E H G F I J K L M N 2x4 4x5 3x6 3x4 2x4 3x4 3x4 3-9-0 3-9-0 7-6-0 3-9-0 11-3-0 3-9-0 -2-1-7 2-1-7 3-9-0 3-9-0 7-6-0 3-9-0 11-3-0 3-9-0 0- 6 - 6 4- 6 - 2 5- 0 - 7 4.24 12 Plate Offsets (X,Y)-- [B:0-2-8,0-1-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.16 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (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: 64 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=686/Mechanical, B=824/0-7-6 (min. 0-1-8) Max HorzB=161(LC 21) Max UpliftF=-159(LC 8), B=-195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-988/107, C-I=-905/117, C-J=-725/117, D-J=-631/103 BOT CHORD B-L=-178/848, H-L=-178/848, H-M=-178/848, G-M=-178/848, G-N=-153/645, F-N=-153/645 WEBS D-G=0/307, D-F=-800/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) F=159, B=195. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 19 lb up at 2-9-8, 63 lb down and 19 lb up at 2-9-8, 71 lb down and 58 lb up at 5-7-7, 71 lb down and 58 lb up at 5-7-7, and 97 lb down and 104 lb up at 8-5-6, and 97 lb down and 104 lb up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, 15 lb down at 5-7-7, 15 lb down at 5-7-7, and 49 lb down at 8-5-6, and 49 lb down 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-E=-84, B-F=-14 Concentrated Loads (lb) Vert: K=-192(F=-96, B=-96) M=-12(F=-6, B=-6) N=-40(F=-20, B=-20) Job 20-067476T Truss CJ01A Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-s7I?eHdS7P_6YF9aKMZ8uM0k3vv?Udx883lVNZz3NrU Scale = 1:28.4 T1 W1 B1 B2 B3 W7 W4 W3 W2 HW1 W6 W5 A B C D E F K J I H G L M N O P Q 1.5x4 4x5 4x5 3x8 5x6 7x10 1.5x4 4x12 3x4 4x12 3x8 2-0-15 2-0-15 4-1-13 2-0-15 7-8-7 3-6-10 11-3-0 3-6-10 -2-1-7 2-1-7 2-0-15 2-0-15 4-1-13 2-0-15 7-8-7 3-6-10 11-3-0 3-6-10 0- 6 - 6 4- 6 - 2 5- 0 - 7 3- 6 - 2 1- 0 - 0 4.24 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-5], [B:0-2-11,Edge], [H:0-3-8,0-2-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.52 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.05 0.05 (loc) J J G I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 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: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 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) G=732/Mechanical, B=872/0-7-6 (min. 0-1-8) Max HorzB=159(LC 8) Max UpliftG=-174(LC 8), B=-208(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-888/81, C-L=-2116/396, D-L=-2080/399, D-M=-1154/205, E-M=-1119/212 BOT CHORD B-K=-148/727, K-O=-158/769, J-O=-158/769, I-J=-65/346, D-I=-65/368, I-P=-516/2225, H-P=-516/2225, H-Q=-259/1065, G-Q=-259/1065 WEBS D-H=-1174/260, E-H=-78/498, E-G=-1199/291, C-I=-385/1602, C-J=-484/112 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) G=174, B=208. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 19 lb up at 2-9-8, 63 lb down and 19 lb up at 2-9-8, 60 lb down and 32 lb up at 5-7-7, 60 lb down and 32 lb up at 5-7-7, and 88 lb down and 73 lb up at 8-5-6, and 88 lb down and 73 lb up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, 53 lb down and 26 lb up at 5-7-7, 53 lb down and 26 lb up at 5-7-7, and 73 lb down and 27 lb up at 8-5-6, and 73 lb down and 27 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-F=-84, B-J=-14, G-I=-14 Concentrated Loads (lb) Vert: N=-86(F=-43, B=-43) P=-105(F=-53, B=-53) Q=-146(F=-73, B=-73) Job 20-067476T Truss D01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-oWQl3zfif0EpnYJzRnbc_n546iZcyWaRbNEcSSz3NrS Scale = 1:70.3 0- 1 - 1 1 0- 1 - 1 1 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 T5 T6 B1 B2 B3 B4 B5 W12 W11 W10 W4 W2 W1 W3 W5 W7 W6 W8 W9 W8 HW1 W14 W13T1 W9 A B C D E F G H I J K U T S R Q P O N M L V W X Y Z AA 5x8 7x10 6x8 6x8 4x5 3x8 2x4 5x6 7x10 2x4 2x4 3x6 6x8 8x12 3x6 3x8 6x8 5x8 3x4 4x8 5x6 8-0-1 8-0-1 8-2-13 0-2-12 10-6-0 2-3-3 16-0-0 5-6-0 21-0-3 5-0-3 22-11-11 1-11-8 26-1-10 3-1-15 34-1-12 8-0-1 37-0-3 2-10-7 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 16-0-0 5-6-0 21-0-3 5-0-3 22-11-11 1-11-8 26-1-10 3-1-15 30-1-11 4-0-1 34-1-12 4-0-1 37-0-3 2-10-7 0- 6 - 6 8- 4 - 1 2 5- 1 0 - 0 8- 6 - 6 9- 0 - 1 5 4- 6 - 7 1- 0 - 0 8- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [B:0-0-0,0-1-4], [E:0-4-0,0-1-15], [F:0-6-10,Edge], [J:0-4-10,Edge], [P:0-6-4,0-4-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.64 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.05 0.04 (loc) M-N M-N L O l/defl >999 >999 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 *Except* T4: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-7 max.): E-F, H-J. 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) L=1246/0-5-8 (min. 0-1-8), U=2499/0-5-8 (min. 0-2-11) Max HorzU=165(LC 12) Max UpliftL=-165(LC 12), U=-644(LC 12) Max GravL=1289(LC 22), U=2499(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-V=-580/761, C-V=-573/881, C-D=-491/596, D-W=-885/144, E-W=-883/165, E-F=-1177/292, F-G=-1317/303, G-H=-1660/336, H-X=-1481/304, I-X=-1482/304, I-J=-606/167, J-K=-712/157, K-L=-1285/271 BOT CHORD B-U=-674/589, D-S=-1690/665, R-S=-432/475, R-Y=-85/790, Q-Y=-85/790, P-Q=-215/1428, G-P=-158/766, N-Z=-230/1182, Z-AA=-230/1182, M-AA=-230/1182 WEBS C-U=-1785/468, S-U=-2280/865, C-S=-361/1785, D-R=-484/1192, E-R=-659/337, E-Q=-262/695, G-Q=-801/235, N-P=-252/1524, H-N=-882/174, I-N=-31/523, K-M=-192/1075, I-M=-1013/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 16-0-0, Exterior(2) 16-0-0 to 26-1-10, Interior(1) 26-1-10 to 34-1-12, Exterior(2) 34-1-12 to 36-10-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=165, U=644. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss E01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-Gi_7GJgKQKMgPiu9?U7rW_e9Q6yGh5Zaq1z9_uz3NrR Scale = 1:58.9 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 B1 W6 W3 W2 W1 W2 HW1 W5 W4T1 B2A B C D E F J I H G K L M N O P 7x10 8x12 MT20HS 9x12 MT18HS 5x6 5x6 1.5x4 2x4 4x8 7x10 8-0-0 8-0-0 16-0-0 8-0-0 21-0-3 5-0-3 28-5-13 7-5-11 -1-6-0 1-6-0 8-0-0 8-0-0 16-0-0 8-0-0 21-0-3 5-0-3 28-5-13 7-5-11 0- 6 - 6 8- 4 - 1 2 8- 6 - 6 9- 0 - 1 5 4- 9 - 9 8- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-3-0], [B:0-6-11,0-1-0], [B:0-1-0,0-0-8], [D:0-5-4,Edge], [E:0-8-10,Edge], [F:Edge,0-2-4], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.05 0.06 (loc) B-J B-J G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 152 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W6: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D-E. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 1 Row at midpt C-I, D-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1533/0-5-8 (min. 0-1-10), G=1373/0-5-8 (min. 0-1-8) Max HorzB=173(LC 12) Max UpliftB=-277(LC 12), G=-224(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2366/409, C-K=-2226/438, C-L=-1481/343, D-L=-1314/359, D-M=-949/320, M-N=-949/320, E-N=-949/320, E-O=-1058/302, F-O=-1192/286, F-G=-1321/348 BOT CHORD B-J=-462/1956, I-J=-463/1953, I-P=-250/1188, H-P=-250/1188 WEBS C-J=0/304, C-I=-880/242, D-I=-62/507, D-H=-578/127, F-H=-199/1055 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 16-0-0, Exterior(2) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 21-0-3, Exterior(2) 21-0-3 to 25-3-1, Interior(1) 25-3-1 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=277, G=224. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss G01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-lvYWUegyBeUX1sTLZCe43CALaWHcQQZk3hjjWKz3NrQ Scale = 1:68.4 0- 1 - 1 1 0- 1 - 1 1 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 T5 T6 B1 W9 W6 W4 W1 W2 W3 W5 W7 W8 W10 HW1 W12 W11T1 B3B2 W8 A B C D E F G H I J P O N M L K Q R S T U V W X Y Z 7x10 5x6 5x6 6x8 5x6 4x5 3x8 3x4 7x10 3x4 5x8 3x4 3x4 4x8 2x4 5x6 8-0-1 8-0-1 8-2-13 0-2-12 14-0-0 5-9-3 23-0-3 9-0-3 24-1-10 1-1-8 32-1-12 8-0-1 37-0-3 4-10-7 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 18-6-1 4-6-1 23-0-3 4-6-1 24-1-10 1-1-8 28-3-7 4-1-13 32-1-12 3-10-5 37-0-3 4-10-7 0- 6 - 6 7- 4 - 1 2 6- 1 0 - 0 7- 6 - 6 8- 0 - 1 5 4- 6 - 7 7- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-4], [B:0-2-8,Edge], [N:0-4-0,0-3-0], [O:0-3-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.03 0.05 (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: 223 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T4: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6,W1,W2,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): D-F, G-I. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 1 Row at midpt E-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) P=2504/0-5-8 (min. 0-2-11), K=1241/0-5-8 (min. 0-1-8) Max HorzP=165(LC 12) Max UpliftP=-646(LC 12), K=-164(LC 12) Max GravP=2504(LC 1), K=1320(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-642/864, C-Q=-634/1058, C-R=-734/98, D-R=-709/121, D-S=-634/132, E-S=-637/132, E-T=-1268/294, F-T=-1268/294, F-G=-1411/313, G-U=-1361/305, H-U=-1361/304, H-I=-788/230, I-V=-823/212, J-V=-959/203, J-K=-1297/289 BOT CHORD B-P=-795/659, O-P=-1564/763, O-W=-157/1102, W-X=-157/1102, N-X=-157/1102, M-N=-210/1366, M-Y=-215/1192, Y-Z=-215/1192, L-Z=-215/1192 WEBS C-P=-2489/834, C-O=-683/2230, D-O=-323/176, E-O=-917/313, E-N=-128/420, F-N=-46/385, G-N=-555/165, H-M=-12/337, J-L=-171/1054, H-L=-779/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-1-10, Interior(1) 2-1-10 to 14-0-0, Exterior(2) 14-0-0 to 19-2-13, Interior(1) 19-2-13 to 23-0-3, Exterior(2) 23-0-3 to 24-1-10, Interior(1) 24-1-10 to 32-1-12, Exterior(2) 32-1-12 to 36-10-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) P=646, K=164. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss H01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-D55uh_hbyxcOe02Y7v9JbPjVkwdA9wZtHLSG3nz3NrP Scale = 1:53.6 0- 1 - 1 1 0- 1 - 1 1 T2 T3 T4 B1 W6 W3 W2 W1 W1 W2 HW1 W5 W4T1 B2A B C D E F G K J I H L M N O P Q R 6x8 6x8 6x8 4x5 3x8 1.5x4 5x8 3x4 1.5x4 4x8 5x6 7-0-0 7-0-0 14-0-0 7-0-0 23-0-3 9-0-3 28-5-13 5-5-11 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 18-6-1 4-6-1 23-0-3 4-6-1 28-5-13 5-5-11 0- 6 - 6 7- 4 - 1 2 7- 6 - 6 8- 0 - 1 5 4- 9 - 9 7- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [B:0-0-0,0-1-0], [C:0-4-0,Edge], [D:0-4-10,Edge], [F:0-4-10,Edge], [J:0-3-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.46 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.06 0.05 (loc) I-J I-J H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-2 max.): D-F. BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 1 Row at midpt E-J, E-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1533/0-5-8 (min. 0-1-10), H=1373/0-5-8 (min. 0-1-8) Max HorzB=173(LC 12) Max UpliftB=-277(LC 12), H=-224(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-2395/434, C-L=-2271/459, C-M=-1668/373, D-M=-1524/389, D-N=-1370/404, E-N=-1373/403, E-F=-869/277, F-O=-948/266, O-P=-964/256, G-P=-1059/251, G-H=-1343/341 BOT CHORD B-K=-490/1990, J-K=-491/1988, J-Q=-281/1245, Q-R=-281/1245, I-R=-281/1245 WEBS C-J=-709/214, D-J=-10/275, E-J=-60/274, E-I=-784/201, G-I=-218/1100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-0-0, Exterior(2) 14-0-0 to 18-6-1, Interior(1) 18-6-1 to 23-0-3, Exterior(2) 23-0-3 to 27-3-1, Interior(1) 27-3-1 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=277, H=224. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss J01 Truss Type Jack-Closed Qty 30 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-9UDe6gjrUZs6uKBwEKBnhqo?0jKOdxeAlfxN7fz3NrN Scale = 1:29.7 T1 W1 B1 W2 HW1 A B C D E F 1.5x4 3x4 3x4 3x6 1.5x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-0-0 4-0-0 8-0-0 4-0-0 0- 6 - 6 4- 6 - 6 5- 0 - 1 5 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.41 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.00 0.00 (loc) B-E B-E E B l/defl >516 >303 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 37 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=356/Mechanical, B=542/0-5-8 (min. 0-1-8) Max HorzB=160(LC 12) Max UpliftE=-85(LC 12), B=-103(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-434/57, C-F=-295/71 BOT CHORD B-E=-209/304 WEBS C-E=-345/237 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=103. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J01A Truss Type Jack-Closed Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-dgn0J0kTFs_zVTm6o1i0D2L6W7gnMJqJ_Jhwf6z3NrM Scale = 1:29.4 T1 W1 B1 B2 B3 W2 HW1 A B C D G F E H I 3x4 4x12 3x4 3x6 2x4 7x10 3x6 3-0-5 3-0-5 8-0-0 4-11-11 -1-6-0 1-6-0 3-0-5 3-0-5 8-0-0 4-11-11 0- 6 - 6 4- 6 - 6 5- 0 - 1 5 3- 6 - 6 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.40 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.04 0.03 (loc) F E-F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-8 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=356/Mechanical, B=542/0-5-8 (min. 0-1-8) Max HorzB=160(LC 12) Max UpliftE=-85(LC 12), B=-103(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-H=-493/25, C-H=-405/35 BOT CHORD B-G=-179/343, E-F=-520/1001 WEBS C-E=-977/507 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=103. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J01C Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-5sLPXMk5?A6q7dLJMlDFmFuFKX3w5tDTCzQTCYz3NrL Scale = 1:23.5 T1 B1 HW1 A B E C D3x4 3x6 5-11-11 5-11-11 -1-6-0 1-6-0 5-11-11 5-11-11 0- 6 - 6 3- 6 - 4 4- 0 - 1 2 3- 1 - 9 3- 6 - 4 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >733 n/a **** 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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=215/Mechanical, B=453/0-5-8 (min. 0-1-8), D=40/Mechanical Max HorzB=129(LC 12) Max UpliftC=-83(LC 12), B=-99(LC 12) Max GravC=215(LC 1), B=453(LC 1), D=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J01D Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-Z2vnkiljmUFhlnwVvSlUITQUZxGNqKTcRdA1k_z3NrK Scale = 1:23.5 T1 B1 B2 B3 HW1 A B C G F H D E 3x4 3x6 2x4 3x4 4x5 3-0-5 3-0-5 5-11-11 2-11-6 -1-6-0 1-6-0 3-0-5 3-0-5 5-11-11 2-11-6 0- 6 - 6 3- 6 - 4 4- 0 - 1 2 2- 6 - 4 3- 1 - 9 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.71 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.08 0.03 0.05 (loc) E-F E-F E E-F l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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* B2: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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=162/Mechanical, B=453/0-5-8 (min. 0-1-8), E=93/Mechanical Max HorzB=129(LC 12) Max UpliftD=-52(LC 12), B=-99(LC 12), E=-7(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-H=-321/29 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, B, E. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J02 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-1FT9y2mLXnNYMxVhTAGjrgzgALmQZmilgHvaGQz3NrJ Scale = 1:16.9 T1 B1 HW1 A B E F C D3x4 3x6 3-11-11 3-11-11 -1-6-0 1-6-0 3-11-11 3-11-11 0- 6 - 6 2- 6 - 4 3- 0 - 1 2 2- 1 - 9 2- 6 - 4 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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=118/Mechanical, B=368/0-5-8 (min. 0-1-8), D=26/Mechanical Max HorzB=97(LC 12) Max UpliftC=-45(LC 12), B=-99(LC 12) Max GravC=118(LC 1), B=368(LC 1), D=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J02A Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-WR0X9On_I5VP_54u1tnyOuVrwk43IDyvuxf8otz3NrI Scale = 1:16.9 T1 B1 B2 B3 HW1 A B C G F H I D E 3x4 3x6 1.5x4 2x4 2x4 3-0-5 3-0-5 3-11-11 0-11-6 -1-6-0 1-6-0 3-0-5 3-0-5 3-11-11 0-11-6 0- 6 - 6 2- 6 - 4 3- 0 - 1 2 1- 6 - 4 2- 1 - 9 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) F G E G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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* B2: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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=71/Mechanical, B=368/0-5-8 (min. 0-1-8), E=72/Mechanical Max HorzB=97(LC 12) Max UpliftD=-20(LC 12), B=-99(LC 12), E=-9(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, B, E. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss J03 Truss Type Jack-Open Qty 10 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-_davNjnc3PdFcFf4bbIBw52058Tt1gC27bOhLJz3NrH Scale = 1:11.5 T1 B1 HW1 A B E C D3x4 3x6 1-11-11 1-11-11 -1-6-0 1-6-0 1-11-11 1-11-11 0- 6 - 6 1- 6 - 4 2- 0 - 1 2 1- 1 - 9 1- 6 - 4 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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=24/Mechanical, B=286/0-5-8 (min. 0-1-8), D=13/Mechanical Max HorzB=66(LC 12) Max UpliftC=-15(LC 9), B=-98(LC 12) Max GravC=25(LC 17), B=286(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 1-11-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss K01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-Sq8Ia3oEqil6DPEG8IpQTJb7uYkym5LCMF8Etlz3NrG Scale = 1:47.0 T1 T1 B1 W1 W2 W1 W2 HW1 HW1B1B2A B C D E F G I H J K L M N O 5x6 4x5 3x8 5x6 5x6 1.5x4 1.5x4 4x5 3x8 8-0-1 8-0-1 16-0-2 8-0-1 24-0-4 8-0-1 -1-6-0 1-6-0 6-0-1 6-0-1 12-0-2 6-0-1 18-0-3 6-0-1 24-0-4 6-0-1 25-6-4 1-6-0 0- 6 - 6 6- 6 - 7 7- 1 - 0 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-4], [B:0-2-8,Edge], [F:0-2-8,Edge], [F:Edge,0-1-4], [H:0-3-0,0-3-0], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.35 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.05 0.04 (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: 104 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: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1305/0-5-8 (min. 0-1-8), F=1305/0-5-8 (min. 0-1-8) Max HorzB=125(LC 11) Max UpliftB=-252(LC 12), F=-252(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-1939/328, C-J=-1729/349, C-K=-1668/344, D-K=-1543/355, D-L=-1543/355, E-L=-1668/344, E-M=-1729/349, F-M=-1939/328 BOT CHORD B-I=-218/1601, I-N=-79/1087, N-O=-79/1087, H-O=-79/1087, F-H=-232/1601 WEBS D-H=-101/577, E-H=-438/180, D-I=-101/577, C-I=-438/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 12-0-2, Exterior(2) 12-0-2 to 15-0-2, Interior(1) 15-0-2 to 25-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=252, F=252. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss K02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-w0ignPpsb0tzrYpTi?Kf?W7IOy3ZVYWLbvtoPCz3NrF Scale = 1:43.2 T1 T2 B1 W1 W2 W1 W2 HW1 HW1B1B2A B C D E F H G I J K L M N 5x6 5x6 5x6 5x6 1.5x4 1.5x4 5x6 8-0-1 8-0-1 16-0-2 8-0-1 24-0-4 8-0-1 -1-6-0 1-6-0 6-0-1 6-0-1 12-0-2 6-0-1 18-0-3 6-0-1 24-0-4 6-0-1 0- 6 - 6 6- 6 - 7 7- 1 - 0 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-0-8], [B:0-6-11,0-1-0], [F:0-6-11,0-1-0], [F:0-1-0,0-0-8], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.39 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.21 0.05 0.05 (loc) G-H G-H F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-10 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=1311/0-5-8 (min. 0-1-8), F=1149/0-5-8 (min. 0-1-8) Max HorzB=124(LC 11) Max UpliftB=-255(LC 12), F=-177(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1950/343, C-I=-1740/364, C-J=-1679/358, D-J=-1554/370, D-K=-1575/392, E-K=-1700/371, E-L=-1850/386, F-L=-1973/372 BOT CHORD B-H=-257/1611, H-M=-106/1098, M-N=-106/1098, G-N=-106/1098, F-G=-262/1638 WEBS D-G=-108/608, E-G=-454/183, D-H=-98/576, C-H=-438/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 12-0-2, Exterior(2) 12-0-2 to 15-0-2, Interior(1) 15-0-2 to 23-9-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=255, F=177. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss K03 Truss Type Common Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-OCG2?lqUMK?qTiNfGjruYkgTAMOoE?nVpZdLxez3NrE Scale = 1:46.1 T1 T2 B1 W4 W1 W2 W3 HW1 HW1B2A B C D E F H G I J K L M N 5x6 4x5 3x8 5x6 3x4 1.5x4 1.5x4 5x6 7-11-15 7-11-15 15-11-13 7-11-15 23-11-12 7-11-15 -1-6-0 1-6-0 6-0-1 6-0-1 12-0-2 6-0-1 17-11-15 5-11-13 23-11-12 5-11-13 0- 6 - 6 6- 6 - 7 7- 1 - 0 0- 6 - 1 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-4], [B:0-2-8,Edge], [F:0-6-3,0-0-12], [F:0-0-12,0-0-6], [G: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.39 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.05 0.05 (loc) G-H G-H F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 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=1310/0-5-8 (min. 0-1-8), F=1148/0-5-0 (min. 0-1-8) Max HorzB=124(LC 11) Max UpliftB=-255(LC 12), F=-177(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1948/342, C-I=-1738/363, C-J=-1678/359, D-J=-1553/370, D-K=-1568/391, E-K=-1694/370, E-L=-1843/384, F-L=-1966/371 BOT CHORD B-H=-257/1609, H-M=-106/1096, M-N=-106/1096, G-N=-106/1096, F-G=-261/1630 WEBS C-H=-438/180, D-H=-98/577, D-G=-108/604, E-G=-451/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 12-0-2, Exterior(2) 12-0-2 to 15-0-2, Interior(1) 15-0-2 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=255, F=177. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss L01 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-sPqQC5r67d7h4syrqQN75xDhblhuzN7e2DMvU4z3NrD Scale = 1:79.3 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W5 W4 W2 W3 W2 W1 W2 W3 W2 W4 W5 T3 B4B3B2A B C D E F G H I J P O N M L K Q R S T U V W X Y Z AA 8x12 5x6 5x8 4x5 2x4 4x8 7x10 5x8 5x8 4x8 6x12 4x5 2x4 5x6 6-0-0 6-0-0 12-0-0 6-0-0 19-0-1 7-0-1 26-0-3 7-0-1 33-0-4 7-0-1 39-0-4 6-0-0 45-0-4 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 19-0-1 7-0-1 26-0-3 7-0-1 33-0-4 7-0-1 39-0-4 6-0-0 45-0-4 6-0-0 46-6-4 1-6-0 0- 6 - 6 6- 4 - 1 2 6- 6 - 6 7- 3 - 2 0- 6 - 6 6- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-1-4,Edge], [E:0-5-0,0-4-8], [G:0-6-0,0-3-2], [I:0-1-4,Edge], [L:0-3-12,0-3-4], [M:0-4-0,0-3-4], [O: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.59 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.52 0.23 0.16 (loc) M-N M-N I M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except 2-0-0 oc purlins (4-1-2 max.): D-G. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 1 Row at midpt F-N, F-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2337/0-5-8 (min. 0-2-8), I=2337/0-5-8 (min. 0-2-8) Max HorzB=-147(LC 10) Max UpliftB=-414(LC 12), I=-414(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-4108/861, Q-R=-3995/872, C-R=-3876/874, C-D=-3588/811, D-S=-3985/935, E-S=-3985/934, E-T=-3983/934, T-U=-3983/934, F-U=-3983/934, F-V=-3146/783, G-V=-3146/784, G-H=-3592/811, H-W=-3874/873, W-X=-3992/872, I-X=-4105/861 BOT CHORD B-P=-686/3511, O-P=-686/3511, O-Y=-521/3130, N-Y=-521/3130, N-Z=-683/3978, M-Z=-683/3978, M-AA=-683/3978, L-AA=-683/3978, K-L=-694/3508, I-K=-694/3508 WEBS C-O=-451/185, D-O=-31/352, D-N=-260/1302, E-N=-656/226, F-M=0/279, F-L=-1279/257, G-L=-166/1025, H-L=-444/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-4 to 2-10-13, Interior(1) 2-10-13 to 12-0-0, Exterior(2) 12-0-0 to 18-4-6, Interior(1) 18-4-6 to 33-0-4, Exterior(2) 33-0-4 to 39-4-11, Interior(1) 39-4-11 to 46-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=414, I=414. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss LG01 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-KbOoQRrkuxFYi0X1N8uMd9lvA9AYiv3nHt6S0Wz3NrC Scale = 1:79.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 B2 ST4 ST3 ST2 ST1A B C D E F G H I J K U T S R Q P O N M L V W X Y 3x4 4x5 3x4 3x4 20-10-8 20-10-8 10-5-4 10-5-4 20-10-8 10-5-4 11 - 8 - 0 13.42 12 Plate Offsets (X,Y)-- [G:0-0-0,0-0-0], [H:0-0-0,0-0-0], [I:0-0-0,0-0-0], [J:0-0-0,0-0-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.05 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - K l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 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* ST5,ST4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-Q, E-R, G-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-10-8. (lb) - Max HorzA=302(LC 11) Max Uplift All uplift 100 lb or less at joint(s) Q except A=-152(LC 10), K=-104(LC 11), R=-102(LC 12), S=-117(LC 12), T=-105(LC 12), U=-130(LC 12), P=-102(LC 12), O=-117(LC 12), M=-105(LC 12), L=-130(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, K, Q, R, S, T, P, O, M except U=252(LC 17), L=252(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-287/262, J-K=-287/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 10-5-4, Exterior(2) 10-5-4 to 13-5-4, Interior(1) 13-5-4 to 20-6-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Q except (jt=lb) A=152, K=104, R=102, S=117, T=105, U=130, P=102, O=117, M=105, L=130. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss LG02 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-onyAdnsNfFNPKA6ExrPbAMI47ZWNRNNxVXr?Yzz3NrB Scale: 3/8"=1' T1 T1 B1 ST2 ST1 ST1 A B C D E H G F I J K L 2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-10-8 7-10-8 3-11-4 3-11-4 7-10-8 3-11-4 4- 4 - 1 4 13.42 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-10-8. (lb) - Max HorzA=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-126(LC 12), F=-126(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-11-4, Exterior(2) 3-11-4 to 6-11-4, Interior(1) 6-11-4 to 7-6-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) A, E except (jt=lb) H=126, F=126. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss M01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-lA3x2SudBsd7ZTGc3GR3FnNIDM2Gv7SEzqK6drz3Nr9 Scale = 1:53.6 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T3 B1 B2 B3 B4 B5 W14 W10 W7 W2 W5 W1 W4 W1 W8 W6 W11W13 W12 B6 W9 W3 A B C D E F G H I J K U T S R Q P O N M L V WX Y Z AA AB AC 5x8 6x8 4x5 3x8 8x12 12x12 1.5x4 2x4 3x4 7x10 1.5x4 5x6 3x6 3x6 5x8 3x4 1.5x4 4x8 5x6 5x6 1-3-2 1-3-2 2-6-5 1-3-2 3-0-5 0-6-0 5-3-2 2-2-13 11-4-12 6-1-10 11-10-12 0-6-0 18-6-1 6-7-6 25-0-3 6-6-1 28-5-13 3-5-11 -1-6-0 1-6-0 1-3-2 1-3-2 2-6-5 1-3-2 5-3-2 2-8-13 8-4-13 3-1-11 12-0-0 3-7-3 18-6-1 6-6-1 25-0-3 6-6-1 28-5-13 3-5-11 0- 6 - 6 6- 4 - 1 1 6- 6 - 6 7- 0 - 1 5 4- 9 - 9 1- 0 - 0 6- 4 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-2-8,Edge], [D:0-5-8,Edge], [D:0-1-12,0-0-14], [H:0-4-0,0-1-15], [J:0-4-10,Edge], [O:0-2-0,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.69 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.32 0.18 0.11 (loc) Q-R Q-R L Q-R l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 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* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W13,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): H-J. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-8-6 oc bracing: R-S 8-9-6 oc bracing: Q-R. WEBS 1 Row at midpt I-M, H-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1533/0-5-8 (min. 0-1-10), L=1373/0-5-8 (min. 0-1-8) Max HorzB=173(LC 12) Max UpliftB=-277(LC 12), L=-224(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1771/311, C-D=-4295/985, D-E=-4660/1109, E-V=-3491/796, F-V=-3385/802, F-G=-2137/524, G-H=-1877/513, H-W=-1512/404, W-X=-1513/403, I-X=-1515/403, I-Y=-700/221, Y-Z=-697/221, J-Z=-696/221, J-AA=-702/211, K-AA=-823/210, K-L=-1356/338 BOT CHORD B-U=-378/1354, T-U=-392/1404, S-T=-187/676, R-S=-751/3070, Q-R=-585/2309, G-Q=-80/373, O-AB=-338/1502, AB-AC=-338/1502, N-AC=-338/1502, M-N=-338/1502 WEBS C-U=-360/140, E-R=-655/208, F-Q=-669/221, O-Q=-397/1701, H-Q=-140/474, I-O=-40/251, I-M=-1139/257, K-M=-248/1142, E-S=-421/1400, C-S=-839/3204, C-T=-992/299, F-R=-245/1126, H-O=-419/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-4-11, Interior(1) 1-4-11 to 12-0-0, Exterior(2) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 25-0-3, Exterior(2) 25-0-3 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=277, L=224. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss N01 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-DMdJFouFxAl_Bdrpc_yIo_wYimNUeeWNCU4f9Iz3Nr8 Scale = 1:79.3 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5 T2 B1B2B3B2A B C D E F G H I J K O N M L P Q R S T U V W 6x12 7x10 5x6 5x12 MT20HS 2x4 4x5 5x12 MT20HS 5x12 MT20HS 4x5 5x12 MT20HS 6x12 2x4 5x6 10-0-0 10-0-0 18-0-2 8-0-2 27-0-2 9-0-1 35-0-4 8-0-2 45-0-4 10-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 16-3-1 6-3-1 22-6-2 6-3-1 28-9-3 6-3-1 35-0-4 6-3-1 40-0-4 5-0-0 45-0-4 5-0-0 46-6-4 1-6-0 0- 6 - 6 5- 4 - 1 2 5- 6 - 6 6- 3 - 2 0- 6 - 6 5- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-1-4,Edge], [D:0-6-0,0-3-2], [F:0-5-0,0-4-8], [H:0-6-0,0-3-2], [J:0-1-4,Edge], [L:0-6-0,0-3-0], [M:0-5-12,0-3-0], [N:0-5-12,0-3-0], [O:0-6-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.76 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.71 0.26 0.20 (loc) M-N M-N J M-N l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 249 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except 2-0-0 oc purlins (3-10-5 max.): D-H. BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 1 Row at midpt E-O, G-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2337/0-5-8 (min. 0-2-8), J=2337/0-5-8 (min. 0-2-8) Max HorzB=-125(LC 10) Max UpliftB=-414(LC 12), J=-414(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-4057/893, P-Q=-3948/902, C-Q=-3918/910, C-D=-3743/824, D-R=-3321/793, E-R=-3325/793, E-S=-4614/1024, F-S=-4614/1024, F-T=-4614/1024, G-T=-4614/1024, G-U=-3325/793, H-U=-3321/793, H-I=-3743/824, I-V=-3918/909, V-W=-3948/902, J-W=-4057/893 BOT CHORD B-O=-716/3466, N-O=-794/4483, M-N=-875/4847, L-M=-802/4483, J-L=-724/3466 WEBS D-O=-185/1149, E-O=-1621/347, E-N=-15/470, F-N=-441/113, F-M=-441/113, G-M=-15/470, G-L=-1621/347, H-L=-185/1149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-4 to 2-10-13, Interior(1) 2-10-13 to 10-0-0, Exterior(2) 10-0-0 to 16-3-1, Interior(1) 16-3-1 to 35-0-4, Exterior(2) 35-0-4 to 41-4-11, Interior(1) 41-4-11 to 46-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=414, J=414. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss N02 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-hZBhT8vtiTtronQ?AhTXKCThwAhAN5jWQ8pDhkz3Nr7 Scale = 1:51.4 0- 1 - 1 1 T1 T2 W13 B1 B2 B3 B4 B5 W2 W4 W3 W9 W11 W12 T3 B6 W10 W8 W7 W5 W6 W1 A B C D E F G H I J R Q P O N M L K S T U V W X 5x8 5x6 2x4 3x6 4x5 3x8 9x12 MT18HS 8x12 1.5x4 3x4 10x20 MT20HS 3x4 7x10 1.5x4 5x6 1.5x4 4x12 1-6-3 1-6-3 2-6-5 1-0-2 3-0-5 0-6-0 6-6-2 3-5-13 11-4-12 4-10-10 11-10-12 0-6-0 20-2-4 8-3-9 28-5-13 8-3-9 -1-6-0 1-6-0 1-6-3 1-6-3 3-0-5 1-6-3 6-6-2 3-5-13 10-0-0 3-5-13 11-10-12 1-10-12 17-5-2 5-6-6 22-11-7 5-6-6 28-5-13 5-6-6 0- 6 - 6 5- 4 - 1 2 5- 6 - 6 6- 0 - 1 5 5- 4 - 1 2 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-2-8,Edge], [D:0-5-4,0-8-8], [F:0-4-0,0-1-15], [H:0-3-0,0-3-4], [L:0-5-8,Edge], [P: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.79 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.32 0.19 0.11 (loc) N-O N-O K O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 167 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 *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W12,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): F-J. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-1-7 oc bracing: O-P 9-3-11 oc bracing: N-O. WEBS 1 Row at midpt I-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1373/0-5-8 (min. 0-1-8), B=1533/0-5-8 (min. 0-1-10) Max HorzB=191(LC 12) Max UpliftK=-264(LC 9), B=-274(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1884/329, C-D=-4393/1039, D-S=-3084/673, E-S=-2975/683, E-F=-3112/772, F-T=-2286/551, G-T=-2288/551, G-U=-2270/548, U-V=-2270/548, H-V=-2270/548, H-I=-1546/321 BOT CHORD B-R=-427/1455, Q-R=-436/1483, P-Q=-273/937, D-P=-233/849, O-P=-1200/4409, N-O=-524/2084, G-N=-478/169, K-L=-273/1210 WEBS F-N=-113/691, L-N=-437/1793, H-N=-124/396, H-L=-819/258, I-L=-103/722, I-K=-1642/373, C-R=-329/130, C-P=-918/3328, C-Q=-1211/373, E-O=-341/174, D-O=-1702/487, F-O=-306/1013 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-7-3, Interior(1) 1-7-3 to 10-0-0, Exterior(2) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 28-4-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=264, B=274. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss P01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-9ll3gUwVTn?iQx?BkO?mtP?tHa7u6c6gfoZmEAz3Nr6 Scale = 1:43.9 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W3 W2 W1 W2 W3 HW1 HW1B2A B C D E F G H J I K L M N O P 6x8 5x8 5x6 5x6 3x8 1.5x4 1.5x4 5x6 10-0-0 10-0-0 14-0-4 4-0-4 24-0-4 10-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 14-0-4 4-0-4 19-0-4 5-0-0 24-0-4 5-0-0 25-6-4 1-6-0 0- 6 - 6 5- 4 - 1 2 5- 6 - 6 6- 0 - 1 5 0- 6 - 6 5- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-6-11,0-1-0], [B:0-1-0,0-0-8], [D:0-4-10,Edge], [E:0-2-0,0-3-0], [G:0-6-11,0-1-0], [G:0-1-0,0-0-8], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.44 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.37 0.05 0.04 (loc) G-I G-I G I-J l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except 2-0-0 oc purlins (5-9-0 max.): D-E. 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=1305/0-5-8 (min. 0-1-8), G=1305/0-5-8 (min. 0-1-8) Max HorzB=105(LC 11) Max UpliftB=-252(LC 12), G=-252(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-1934/425, C-K=-1854/442, C-L=-1527/339, D-L=-1423/356, D-M=-1286/365, M-N=-1286/365, E-N=-1286/365, E-O=-1422/356, F-O=-1527/339, F-P=-1854/442, G-P=-1934/425 BOT CHORD B-J=-310/1608, I-J=-159/1286, G-I=-317/1608 WEBS C-J=-391/178, D-J=-25/270, E-I=-25/270, F-I=-391/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 10-0-0, Exterior(2) 10-0-0 to 18-3-2, Interior(1) 18-3-2 to 25-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=252, G=252. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067476T Truss Q01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-aKQCJWyOmiOGHOjmPXYTV2dL1n2VJn16LmnQqVz3Nr3 Scale = 1:79.3 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W5 W4 W1 W3 W1 W2 W1 W2 W1 W2 W1 W2 W1 W3 W1 W4 W5 T2 B4B3B2A B C D E F G H I J K L M V U T S R Q P O N W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN 7x10 5x8 4x5 2x4 4x5 8x12 MT20HS 2x4 4x8 2x4 4x8 7x10 8x12 MT20HS 8x12 MT20HS 4x8 5x6 8x12 5x8 4x5 2x4 5x8 4-0-0 4-0-0 8-0-0 4-0-0 12-10-1 4-10-1 17-8-1 4-10-1 22-6-2 4-10-1 27-4-3 4-10-1 32-2-3 4-10-1 37-0-4 4-10-1 41-0-4 4-0-0 45-0-4 4-0-0 -1-6-0 1-6-0 4-0-0 4-0-0 8-0-0 4-0-0 12-10-1 4-10-1 17-8-1 4-10-1 22-6-2 4-10-1 27-4-3 4-10-1 32-2-3 4-10-1 37-0-4 4-10-1 41-0-4 4-0-0 45-0-4 4-0-0 46-6-4 1-6-0 0- 6 - 6 4- 4 - 1 2 4- 6 - 6 5- 3 - 2 0- 6 - 6 4- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [D:0-3-12,0-4-0], [G:0-5-0,0-4-8], [J:0-6-0,0-3-2], [P:0-5-8,0-4-12], [Q:0-6-0,0-5-4], [T:0-5-8,0-4-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.76 -1.04 0.27 0.41 (loc) R-S R-S L R l/defl >707 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 597 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, except 2-0-0 oc purlins (4-0-4 max.): D-J. BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. REACTIONS.(lb/size) B=5756/0-5-8 (min. 0-3-1), L=5722/0-5-8 (min. 0-3-1) Max HorzB=-103(LC 6) Max UpliftB=-1337(LC 8), L=-1328(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-10998/2471, C-D=-11390/2646, D-W=-14476/3397, E-W=-14477/3397, E-F=-14474/3396, F-X=-17758/4156, G-X=-17758/4156, G-Y=-17758/4156, H-Y=-17758/4156, H-I=-14358/3365, I-Z=-10343/2433, J-Z=-10342/2433, J-K=-11319/2626, K-L=-10911/2448 BOT CHORD B-V=-2086/9562, U-V=-2086/9562, U-AA=-2258/10274, AA-AB=-2258/10274, T-AB=-2258/10274, T-AC=-3828/17018, AC-AD=-3828/17018, S-AD=-3828/17018, S-AE=-3828/17018, AE-AF=-3828/17018, AF-AG=-3828/17018, R-AG=-3828/17018, R-AH=-3781/16848, AH-AI=-3781/16848, AI-AJ=-3781/16848, Q-AJ=-3781/16848, Q-AK=-3781/16848, AK-AL=-3781/16848, P-AL=-3781/16848, P-AM=-3203/14358, AM-AN=-3203/14358, O-AN=-3203/14358, N-O=-2065/9480, L-N=-2065/9480 WEBS C-U=-275/987, D-U=-258/1171, D-T=-1265/5525, E-T=-543/144, F-T=-3347/767, F-S=-231/1054, F-R=-245/1025, G-R=-401/112, H-R=-305/1245, H-Q=-182/879, H-P=-3275/746, I-P=-649/2928, I-O=-5323/1218, J-O=-1040/4536, K-O=-280/1016 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1337, L=1328. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1008 lb down and 278 lb up at 8-0-0, 342 lb down and 99 lb up at 10-0-12, 342 lb down and 99 lb up at 12-0-12, 342 lb down and 99 lb up at 14-0-12, 342 lb down and 99 lb up at 16-0-12, 342 lb down and 99 lb up at 18-0-12, 342 lb down and 99 lb up at 18-11-7, 342 lb down and 99 lb up at 20-11-7, 342 lb down and 99 lb up at 22-11-7, 342 lb down and 99 lb up at 24-11-7, 342 lb down and 99 lb up at 26-11-7, 342 lb down and 99 lb up at 28-11-7, 342 lb down and 99 lb up at 30-11-8, 342 lb down and 99 lb up at 32-11-8, and 342 lb down and 99 lb up at 34-11-8, and 1008 lb down and 278 lb up at 36-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 20-067476T Truss Q01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:30 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-aKQCJWyOmiOGHOjmPXYTV2dL1n2VJn16LmnQqVz3Nr3 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-J=-84, J-M=-84, B-L=-14 Concentrated Loads (lb) Vert: U=-1008(B) O=-1008(B) AA=-342(B) AB=-342(B) AC=-342(B) AD=-342(B) AE=-342(B) AF=-342(B) AG=-342(B) AH=-342(B) AI=-342(B) AJ=-342(B) AK=-342(B) AL=-342(B) AM=-342(B) AN=-342(B) Job 20-067476T Truss Q02 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-WiYyjC_eIJe_Wit9XyaxaTjfibk8njWPp4GXvOz3Nr1 Scale = 1:50.9 0- 1 - 1 0 T1 T2 W10 B1 B2 B3 B4 B5 W4 W1 W2 W3 W6 W5 W10 W11 W10 W11 W10 W12 W8 W7 T3 B6A B C D E F G H I J K U T S R Q P O N M L V W X Y Z AA AB AC 6x12 5x6 5x6 2x4 3x4 7x10 6x12 1.5x4 3x6 6x8 2x4 4x5 3x6 4x12 2x4 7x10 3x8 1.5x4 8x12 1-6-2 1-6-2 3-0-5 1-6-2 8-0-0 4-11-11 11-4-12 3-4-12 15-9-12 4-5-0 20-1-0 4-3-4 24-4-5 4-3-4 28-5-13 4-1-8 -1-6-0 1-6-0 1-6-2 1-6-2 3-0-5 1-6-2 5-6-2 2-5-14 8-0-0 2-5-14 11-4-12 3-4-12 15-9-12 4-5-0 20-1-0 4-3-4 24-4-5 4-3-4 28-5-13 4-1-8 0- 6 - 6 4- 4 - 1 2 4- 6 - 6 5- 0 - 1 5 4- 4 - 1 2 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [D:0-3-12,0-4-4], [D:0-1-12,0-0-14], [H:0-3-0,0-3-0], [M:0-5-0,0-4-8], [O:0-5-8,0-2-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.82 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.32 0.15 0.13 (loc) Q-R Q-R L Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 552 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* B2,B4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F-K. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) L=3622/0-5-8 (min. 0-1-8), B=3414/0-5-8 (min. 0-1-8) Max HorzB=160(LC 8) Max UpliftL=-876(LC 5), B=-788(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4431/906, C-D=-11850/2715, D-E=-12234/2824, E-F=-8177/1909, F-V=-8615/2032, G-V=-8617/2031, G-H=-8536/2012, H-I=-6739/1576, I-W=-3305/797, J-W=-3305/797, J-K=-3305/798, K-L=-3459/852 BOT CHORD B-U=-862/3666, T-U=-922/3901, S-T=-574/2475, D-S=-103/530, R-S=-1985/8297, R-X=-1756/7423, Q-X=-1756/7423, P-Q=-118/529, G-Q=-450/121, P-Y=-235/1013, Y-Z=-235/1013, O-Z=-235/1013, O-AA=-1341/5627, N-AA=-1341/5627, N-AB=-1341/5627, M-AB=-1341/5627 WEBS C-U=-1682/432, E-S=-782/3416, E-R=-1181/305, F-R=-560/2421, F-Q=-387/1702, O-Q=-1393/5943, H-Q=-521/2152, H-O=-1657/416, I-O=-363/1526, I-N=-160/774, I-M=-3191/747, J-M=-357/140, K-M=-1122/4653, C-S=-2002/8406, C-T=-2499/590 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) L=876, B=788. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1054 lb down and 293 lb up at 8-0-0, 342 lb down and 99 lb up at 10-0-12, 342 lb down and 99 lb up at 12-0-12, 342 lb down and 99 lb up at 14-0-12, 342 lb down and 99 lb up at 16-0-12, 342 lb down and 99 lb up at 18-0-12, 342 lb down and 99 lb up at 20-0-12, 342 lb down and 99 lb up at 22-0-12, and 342 lb down and 99 lb up at 24-0-12, and 342 lb down and 99 lb up at 26-0-12 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-F=-84, F-K=-84, B-T=-14, Q-S=-14, L-P=-14 Continued on page 2 Job 20-067476T Truss Q02 Truss Type HALF HIP GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:32 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-WiYyjC_eIJe_Wit9XyaxaTjfibk8njWPp4GXvOz3Nr1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: R=-1054(F) O=-342(F) N=-342(F) M=-342(F) X=-342(F) Y=-342(F) Z=-342(F) AA=-342(F) AB=-342(F) AC=-342(F) Job 20-067476T Truss S01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-_v6LxX?G3dmr8sSL4f6A6gFwL?CIWG_Y1k05Rqz3Nr0 Scale = 1:43.9 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W4 W3 W1 W2 W1 W2 W1 W3 W4 B2 A B C D E F G H I N M L K J O P Q R 6x8 6x8 3x6 3x4 2x4 3x8 2x4 7x10 3x8 3x4 2x4 3x6 4-0-0 4-0-0 8-0-0 4-0-0 12-0-2 4-0-2 16-0-4 4-0-2 20-0-4 4-0-0 24-0-4 4-0-0 -1-6-0 1-6-0 4-0-0 4-0-0 8-0-0 4-0-0 12-0-2 4-0-2 16-0-4 4-0-2 20-0-4 4-0-0 24-0-4 4-0-0 25-6-4 1-6-0 0- 6 - 6 4- 4 - 1 2 4- 6 - 6 5- 0 - 1 5 0- 6 - 6 4- 4 - 1 2 6.00 12 Plate Offsets (X,Y)-- [B:0-0-12,0-1-8], [D:0-4-10,Edge], [F:0-4-10,Edge], [H:0-0-12,0-1-8], [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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.31 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.05 0.06 (loc) L L H L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=2823/0-5-8 (min. 0-1-8), H=2829/0-5-8 (min. 0-1-8) Max HorzB=-87(LC 6) Max UpliftB=-657(LC 8), H=-659(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4961/1076, C-D=-4929/1148, D-O=-4437/1071, E-O=-4440/1071, E-P=-4421/1067, F-P=-4418/1067, F-G=-4943/1152, G-H=-4971/1079 BOT CHORD B-N=-863/4244, M-N=-863/4244, M-Q=-1049/5023, L-Q=-1049/5023, L-R=-1049/5023, K-R=-1049/5023, J-K=-865/4253, H-J=-865/4253 WEBS C-M=-275/385, D-M=-423/1856, E-M=-973/201, E-L=-164/748, E-K=-993/205, F-K=-425/1861, G-K=-274/388 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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) B=657, H=659. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1008 lb down and 279 lb up at 8-0-0, 342 lb down and 99 lb up at 10-0-12, 342 lb down and 99 lb up at 12-0-2, and 342 lb down and 99 lb up at 13-11-8, and 1008 lb down and 279 lb up at 15-11-8 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-D=-84, D-F=-84, F-I=-84, B-H=-14 Concentrated Loads (lb) Vert: M=-1008(F) L=-342(F) K=-1008(F) Q=-342(F) R=-342(F) Job 20-067476T Truss T01 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-S5gj8t?uqxuim01XeMdPfuo4JOYeFoZiGOlezGz3Nr? Scale = 1:22.2 T1 T1 B1 W1 HW1 HW1 A B C D E F G H 4x5 3x4 3x6 3x4 3x6 1.5x4 4-4-1 4-4-1 8-5-9 4-1-8 8-8-1 0-2-8 -1-6-0 1-6-0 4-4-1 4-4-1 8-8-1 4-4-1 10-2-1 1-6-0 0- 6 - 6 2- 8 - 7 3- 2 - 1 5 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3], [D:Edge,0-1-0], [D:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.30 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-F B-F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=549/0-3-8 (min. 0-1-8), D=559/0-5-8 (min. 0-1-8) Max HorzB=54(LC 11) Max UpliftB=-131(LC 12), D=-136(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-457/90, C-G=-355/104, C-H=-357/102, D-H=-460/89 BOT CHORD B-F=0/308, D-F=0/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-4-1, Exterior(2) 4-4-1 to 7-4-1, Interior(1) 7-4-1 to 10-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=131, D=136. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss T02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-wHE5MD0WbE0ZNAckC48eB5LFOox__FprV2VBWiz3Nr_ Scale = 1:22.2 T1 T1 B1 W1 HW1 HW1 A B C D E F G H 4x5 3x4 3x6 3x4 3x6 1.5x4 4-4-1 4-4-1 8-8-1 4-4-1 -1-6-0 1-6-0 4-4-1 4-4-1 8-8-1 4-4-1 10-2-1 1-6-0 0- 6 - 6 2- 8 - 7 3- 2 - 1 5 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3], [D:0-0-0,0-1-0], [D:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-F B-F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=549/0-3-8 (min. 0-1-8), D=559/0-5-8 (min. 0-1-8) Max HorzB=54(LC 11) Max UpliftB=-131(LC 12), D=-136(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-457/90, C-G=-355/104, C-H=-357/102, D-H=-460/89 BOT CHORD B-F=0/308, D-F=0/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-4-1, Exterior(2) 4-4-1 to 7-4-1, Interior(1) 7-4-1 to 10-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) B=131, D=136. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss T03 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-OUoTZZ19MY8Q?JBwmnftkJtRzCIWjix?jiEl19z3Nqz Scale = 1:22.2 T1 T1 B1 ST2 ST1 ST1 HW1 HW1 A B C D E F G J I H K L 4x5 3x4 3x6 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-8-1 8-8-1 -1-6-0 1-6-0 4-4-1 4-4-1 8-8-1 4-4-1 10-2-1 1-6-0 0- 6 - 6 2- 8 - 7 3- 2 - 1 5 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-0], [B:0-1-0,0-5-3], [F:Edge,0-1-0], [F:0-1-0,0-5-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 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 WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-8-1. (lb) - Max HorzB=54(LC 11) Max Uplift All uplift 100 lb or less at joint(s) J, H except B=-109(LC 12), F=-109(LC 12) Max Grav All reactions 250 lb or less at joint(s) I, J, H except B=285(LC 1), F=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 4-4-1, Corner(3) 4-4-1 to 7-4-1, Exterior(2) 7-4-1 to 10-2-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Gable studs spaced at 2-0-0 oc. 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) J, H except (jt=lb) B=109, F=109. 8) Non Standard bearing condition. Review required. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067476T Truss T04 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Tue Jun 23 12:49:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xzUxBCc4PIqnyrTphjIO70z3k?9-sgMrnv2n7rGHdTl6JVA7HWQbacdQS9J8yM_IZbz3Nqy Scale = 1:19.8 T1 T2 B1 W1 HW1 HW2 A B C D E F G H I 4x5 3x4 3x4 3x4 3x6 1.5x4 4-4-1 4-4-1 8-5-9 4-1-8 -1-6-0 1-6-0 4-4-1 4-4-1 8-5-9 4-1-8 0- 6 - 6 2- 8 - 7 3- 2 - 1 5 0- 7 - 1 0 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-5-3], [B:0-0-0,0-0-12], [E:0-2-4,0-0-3] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) B-F B-F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 WEDGE Left: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std - 2-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=393/0-5-8 (min. 0-1-8), B=566/0-3-8 (min. 0-1-8) Max HorzB=53(LC 11) Max UpliftE=-56(LC 12), B=-140(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-493/115, C-G=-392/126, C-H=-357/138, D-H=-380/132, D-I=-410/131, E-I=-470/128 BOT CHORD B-F=-43/340, E-F=-43/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-4-1, Exterior(2) 4-4-1 to 7-4-1, Interior(1) 7-4-1 to 8-5-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) E except (jt=lb) B=140. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard