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Home My WebLink AboutTRUSS LAYOUT - 20-00728 - 2151 W 690 S - New SFRJob 20-091174T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-rmqpjGGL2NLikNbvG61PAo5Z4?vJ4blOK9SMHkydLcd Scale: 1/4"=1' T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 B1 ST1 A B C D E F G H I J K L M N O P Q AD AC AB AA Z Y X W V U T S R AE AF 4x5 3x4 5x6 5x6 5x6 3x4 28-0-0 28-0-0 -1-0-0 1-0-0 14-0-0 14-0-0 28-0-0 14-0-0 29-0-0 1-0-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [X: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 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-0-0. (lb) - Max Horz B=-138(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD H-I=-85/251, I-J=-85/254 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) -1-0-13 to 2-0-0, Exterior(2) 2-0-0 to 14-0-0, Corner(3) 14-0-0 to 17-0-0, Exterior(2) 17-0-0 to 29-0-13 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-091174T Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-JyOBwcGzphTZMXA6qpZej?ecRO88p0hYZpBwqAydLcc Scale: 1/4"=1' T2 T2 B1 W1 W2 W1 W2T1 T1 B1B2A B C D E F G I H J K L M N O 5x6 3x6 5x8 5x8 6x8 6x8 3x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 29-0-0 1-0-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,Edge], [E:0-4-0,Edge], [H:0-4-0,0-3-0], [I: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 0.60 0.50 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.38 0.07 0.07 (loc) H-I H-I F F-H l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 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 BRACING- TOP CHORD Sheathed or 3-8-6 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=1458/0-5-8 (min. 0-1-9), F=1458/0-5-8 (min. 0-1-9) Max Horz B=138(LC 11) Max UpliftB=-262(LC 12), F=-262(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-2409/413, C-J=-2298/436, C-K=-2078/424, D-K=-1925/436, D-L=-1925/436, E-L=-2078/424, E-M=-2298/436, F-M=-2409/413 BOT CHORD B-I=-293/2036, I-N=-115/1331, N-O=-115/1331, H-O=-115/1331, F-H=-307/2036 WEBS D-H=-125/746, E-H=-573/219, D-I=-125/746, C-I=-573/219 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 29-0-13 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=262, F=262. 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 20-091174T Truss A3 Truss Type Common Qty 11 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-n9ya8yHba?bQ_glIOX4tGDBn5oUFYTxhoTxTMcydLcb Scale = 1:46.6 T2 T3 B1 W2 W1 W1 W2T1 B3B2A B C D E F H G I J K L M N 5x6 4x5 3x6 5x8 6x8 5x8 1.5x4 9-4-0 9-4-0 18-8-0 9-4-0 27-9-0 9-1-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 27-9-0 6-9-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,Edge], [G:0-4-0,0-3-0], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.51 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.38 0.07 0.08 (loc) G-H G-H F F-G l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 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 BRACING- TOP CHORD Sheathed or 3-8-3 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)F=1343/Mechanical, B=1457/0-5-8 (min. 0-1-9) Max Horz B=138(LC 11) Max UpliftF=-208(LC 12), B=-263(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-2405/420, C-I=-2294/440, C-J=-2074/427, D-J=-1922/438, D-K=-1920/457, E-K=-2073/444, E-L=-2285/458, F-L=-2403/443 BOT CHORD B-H=-325/2033, H-M=-133/1329, M-N=-133/1329, G-N=-133/1329, F-G=-325/2030 WEBS C-H=-573/219, D-H=-124/746, D-G=-126/744, E-G=-569/218 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-8-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=208, B=263. 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 20-091174T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-GLWyLIIDLIjHcqKUxEb6oQj4JCxzHxVr07g0u3ydLca Scale: 1/4"=1' T2 T3 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 B2 ST1 A B C D E F G H I J K L M N O P AC AB AA Z Y X W V U T S R Q AD AE AF 4x5 3x4 3x4 5x6 5x6 27-9-0 27-9-0 -1-0-0 1-0-0 14-0-0 14-0-0 27-9-0 13-9-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [W: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 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) A A P l/defl n/r n/r n/a L/d 120 120 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 27-9-0. (lb) - Max Horz B=138(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q Max Grav All reactions 250 lb or less at joint(s) P, B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q 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) -1-0-13 to 2-0-0, Exterior(2) 2-0-0 to 14-0-0, Corner(3) 14-0-0 to 17-0-0, Exterior(2) 17-0-0 to 27-9-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X, Y, Z, AA, AB, AC , V, U, T, S, R, Q. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-091174T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-Ckeim_JUtwz?r8Tt3fdatrpLK0aWlj27UR97zxydLcY Scale = 1:47.2 T1 T1 B1 W1 W2 W1 W2 ST4 ST2 ST3 ST1 ST2 ST3 ST1 ST5 ST6 B2A B C D E F G M L K J I H Y Z AA AB AC AD 5x6 2x4 3x4 5x6 3x4 3x4 7-4-0 7-4-0 10-10-8 3-6-8 14-8-0 3-9-8 22-0-0 7-4-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-0-0 1-0-0 0- 5 - 3 6- 1 0 - 3 7- 4 - 1 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-8], [D:0-2-0,0-0-0], [F:0-1-0,0-1-8], [J:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.22 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 -0.02 (loc) B-M B-M F B-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-8 except (jt=length) B=0-5-8, L=0-3-8, L=0-3-8. (lb) - Max Horz B=156(LC 11) Max Uplift All uplift 100 lb or less at joint(s) F except B=-156(LC 12), J=-244(LC 12) Max Grav All reactions 250 lb or less at joint(s) K, I, H, L, L except B=755(LC 1), J=1134(LC 1), F=338(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Y=-883/151, C-Y=-673/167, C-Z=-657/181, D-Z=-527/193, D-AA=0/333 BOT CHORD B-M=-56/668 WEBS D-J=-819/137, E-J=-449/188, D-M=-118/525, C-M=-425/178 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) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) B=156, J=244. 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 20-091174T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-gwB4zKK6eD5sTI23dM8pQ3LW7PuSUIDHj5vhVOydLcX Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G I H J K L M N O 4x5 3x4 5x6 1.5x4 3x4 1.5x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-0-0 1-0-0 0- 5 - 3 6- 1 0 - 3 7- 4 - 1 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-1-8], [F:0-1-0,0-1-8], [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 0.35 0.30 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.04 -0.03 (loc) H-I H-I F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 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 BRACING- TOP CHORD Sheathed or 4-11-13 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=1165/0-5-8 (min. 0-1-8), F=1165/0-5-8 (min. 0-1-8) Max Horz B=-156(LC 10) Max UpliftB=-217(LC 12), F=-217(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-1653/270, C-J=-1552/287, C-K=-1426/301, D-K=-1298/313, D-L=-1298/313, E-L=-1426/301, E-M=-1552/287, F-M=-1653/270 BOT CHORD B-I=-158/1312, I-N=-31/873, N-O=-31/873, H-O=-31/873, F-H=-170/1312 WEBS D-H=-104/543, E-H=-406/174, D-I=-104/542, C-I=-406/174 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) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 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, 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=217, F=217. 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 20-091174T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-86lTBgLkPXDj4SdFA4g2yGubwp7wDauQxleE1qydLcW Scale = 1:43.6 T1 T1 B1 W1 W2 W3W2W3 B1 A B C D E H G FIJKLMNOP Q R 4x12 5x8 4x12 12x16 MT18HS 4x8 4x12 4x8 4x12 Special Special Special Special Special Special Special Special Special Special 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 0- 5 - 3 6- 1 0 - 3 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [A:0-1-11,0-1-12], [E:0-1-11,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.73 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.07 0.11 (loc) G-H G-H E G-H l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS 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 BRACING- TOP CHORD Sheathed or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7661/0-5-8 (min. 0-4-1), E=7739/0-5-8 (min. 0-4-2) Max Horz A=-142(LC 6) Max UpliftA=-1461(LC 8), E=-1476(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12450/2385, B-C=-8501/1676, C-D=-8501/1676, D-E=-12467/2389 BOT CHORD A-I=-1987/10606, I-J=-1987/10606, H-J=-1987/10606, H-K=-1987/10606, K-L=-1987/10606, L-M=-1987/10606, G-M=-1987/10606, G-N=-1990/10621, N-O=-1990/10621, O-P=-1990/10621, F-P=-1990/10621, F-Q=-1990/10621, Q-R=-1990/10621, E-R=-1990/10621 WEBS C-G=-1555/7992, D-G=-3929/818, D-F=-657/3628, B-G=-3912/814, B-H=-653/3612 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1461, E=1476. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1329 lb down and 266 lb up at 2-0-12, 1329 lb down and 266 lb up at 4-0-12, 1329 lb down and 266 lb up at 6-0-12, 1329 lb down and 266 lb up at 8-0-12, 1329 lb down and 266 lb up at 10-0-12, 1329 lb down and 266 lb up at 12-0-12, 1329 lb down and 266 lb up at 14-0-12, 1329 lb down and 266 lb up at 16-0-12, and 1329 lb down and 266 lb up at 18-0-12, and 1329 lb down and 266 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 20-091174T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:26 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-cJJrO0MM9rLaibCSknBHVUQmgDT9y18aAPOnaGydLcV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: I=-1329(B) J=-1329(B) K=-1329(B) L=-1329(B) M=-1329(B) N=-1329(B) O=-1329(B) P=-1329(B) Q=-1329(B) R=-1329(B) Job 20-091174T Truss C1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-cJJrO0MM9rLaibCSknBHVUQw0DeByD2aAPOnaGydLcV Scale = 1:23.3 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0- 5 - 3 3- 8 - 1 3 4- 2 - 1 1 0- 5 - 3 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-4-0. (lb) - Max Horz B=87(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J 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) -1-0-14 to 1-8-0, Exterior(2) 1-8-0 to 5-8-0, Corner(3) 5-8-0 to 8-8-0, Exterior(2) 8-8-0 to 12-4-14 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) 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 20-091174T Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-4VtDcLN_w8TRKlneIViW2hz_VdxShgujP37L6iydLcU Scale = 1:14.7 T1 W1 B1 ST1 A B C D G H 1.5x4 2x4 1.5x4 1.5x4 1.5x4 5-10-8 5-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 3 - 1 5 2- 3 - 1 5 2- 7 - 1 1 2- 0 - 7 0- 3 - 8 2- 3 - 1 5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.00 (loc) B-D B-D B l/defl >999 >723 n/a **** 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 WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-8 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)B=390/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=79(LC 12) Max UpliftB=-86(LC 12), D=-49(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) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 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 20-091174T Truss D2 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-YhRbphNchSbIxvMqsCDlavW9F1HhQ78sdjtue9ydLcT Scale = 1:14.7 T1 W1 B1A B C D E F 1.5x4 2x4 1.5x4 5-10-8 5-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 3 - 1 5 2- 3 - 1 5 2- 7 - 1 1 2- 0 - 7 0- 3 - 8 2- 3 - 1 5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.00 (loc) B-D B-D B l/defl >999 >723 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-8 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)B=390/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=79(LC 12) Max UpliftB=-86(LC 12), D=-49(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) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-4 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 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 20-091174T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF13B11 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Sep 15 14:15:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-1u?z11OFSmj9Z3x1Pvk_762RCQg09aO0sNcSAbydLcS Scale = 1:9.4 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-0 0-1-8 0- 4 - 3 1- 4 - 3 1- 9 - 1 5 1- 0 - 1 1 0- 3 - 8 1- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 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 B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-10-8 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)B=211/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8) Max Horz B=55(LC 12) Max UpliftB=-67(LC 12), D=-7(LC 9) 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) 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 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