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Home My WebLink AboutTRUSS SPECS - 18-00434 - 1140 John Hancock Ave - New SFRJob 18-070014T Truss A1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-bQ26guuubIQUAsumKJa28uSXtnRqnfTm3nejWSytrCr Scale = 1:51.2 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T3 B1 ST1 ST2 ST3 ST4 ST5 ST5 ST5 ST5 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 3x4 3x4 6x8 5x6 6x8 28-9-0 28-9-0 -1-0-0 1-0-0 10-6-0 10-6-0 18-6-0 8-0-0 28-9-0 10-3-0 0- 4 - 5 6- 4 - 1 6- 5 - 1 3 7- 0 - 9 0- 6 - 1 6- 4 - 1 7.00 12 Plate Offsets (X,Y)-- [G:0-5-0,Edge], [K:0-5-0,Edge], [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: 156 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, except 2-0-0 oc purlins (6-0-0 max.): G-K. 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 28-9-0. (lb) - Max Horz B=170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) B, AC, AB, AA, Z, Y, X, W, V, T, S, R except Q=-103(LC 9) Max Grav All reactions 250 lb or less at joint(s) P, B, AC, AB, AA, Z, Y, X, W, 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AC, AB, AA, Z, Y, X, W, V, T, S, R except (jt=lb) Q=103. 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. 12) 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 18-070014T Truss A2 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:15 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-??kFIwwmuDo21KdL0R7lmW4xc_Kk_?TCllsO7nytrCo Scale = 1:49.9 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T3 B1 W3 W2 W1 W1 W3 W2 B2 HW2 A B C D E F G J I H 5x6 5x6 5x6 4x5 4x12 3x6 1.5x4 3x6 1.5x4 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 28-9-0 7-0-0 -1-0-0 1-0-0 7-3-0 7-3-0 12-6-0 5-3-0 16-6-0 4-0-0 21-9-0 5-3-0 28-9-0 7-0-0 0- 4 - 5 7- 6 - 1 7- 7 - 1 3 8- 2 - 9 0- 6 - 1 7- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.53 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.07 0.08 (loc) G-H G-H G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-12 oc purlins, except 2-0-0 oc purlins (5-6-6 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-I, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)G=1392/Mechanical, B=1506/0-5-8 (min. 0-1-10) Max Horz B=200(LC 5) Max UpliftG=-243(LC 9), B=-280(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2265/359, C-D=-1572/283, D-E=-1351/287, E-F=-1572/283, F-G=-2265/363 BOT CHORD B-J=-338/1812, I-J=-338/1812, H-I=-213/1809, G-H=-213/1809 WEBS C-J=0/263, C-I=-664/266, D-I=-84/388, E-I=-83/389, F-H=0/263, F-I=-663/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=243, B=280. 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 18-070014T Truss A3 Truss Type Common Qty 9 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:17 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-xOr?jcy0Qq3mGdnk7sADrx9FMo06StwVD3LUCfytrCm Scale = 1:52.9 T2 T2 B1 W2 W1 W1 W2T1 T3 B3B2A B C D E F H GIJ 5x6 3x6 5x8 6x8 5x8 6x8 4x5 9-8-0 9-8-0 19-4-0 9-8-0 28-9-0 9-5-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 28-9-0 7-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [C:0-4-0,Edge], [E:0-4-0,Edge], [F:Edge,0-1-0], [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 0.66 0.53 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.06 0.11 (loc) G-H G-H F F-G l/defl >933 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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 3-7-5 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=1506/0-5-8 (min. 0-1-10), F=1392/Mechanical Max Horz B=232(LC 5) Max UpliftB=-292(LC 8), F=-256(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2250/402, C-D=-1949/435, D-E=-1949/438, E-F=-2247/404 BOT CHORD B-H=-402/1830, H-I=-132/1182, I-J=-132/1182, G-J=-132/1182, F-G=-254/1807 WEBS C-H=-571/313, D-H=-223/809, D-G=-226/807, E-G=-566/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) B=292, F=256. 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 18-070014T Truss A4 Truss Type Common Qty 7 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:18 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-QaPOwxzeB8BdunMwhahSO9iQABMTBKEeSi52k6ytrCl Scale = 1:53.6 T2 T2 B1 W1 W2 W1 W2T1 T1 B1B2A B C D E F G I HJK 5x6 3x6 5x8 5x8 6x8 6x8 3x6 9-8-0 9-8-0 19-4-0 9-8-0 29-0-0 9-8-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 29-0-0 7-3-0 30-0-0 1-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [C:0-4-0,Edge], [E:0-4-0,Edge], [F:0-3-3,0-1-8], [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 0.66 0.53 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.07 0.10 (loc) H-I H-I F B-I l/defl >934 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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 3-7-5 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=1508/0-5-8 (min. 0-1-10), F=1508/0-5-8 (min. 0-1-10) Max Horz B=237(LC 7) Max UpliftB=-293(LC 8), F=-293(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2253/403, C-D=-1953/435, D-E=-1953/435, E-F=-2253/403 BOT CHORD B-I=-392/1841, I-J=-123/1184, J-K=-123/1184, H-K=-123/1184, F-H=-232/1815 WEBS D-H=-224/809, E-H=-571/313, D-I=-224/809, C-I=-571/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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=293, F=293. 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 18-070014T Truss A5 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-MzX8Ld_vjlRL75WJo?jwTanoW?2dfGjxv0a9o_ytrCj Scale = 1:51.3 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 W3 W2 W1 W1 W3 W2 B1A B C D E F G H K J I 5x6 5x6 4x5 4x12 3x6 1.5x4 3x6 1.5x4 4x5 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 29-0-0 7-3-0 -1-0-0 1-0-0 7-3-0 7-3-0 12-6-0 5-3-0 16-6-0 4-0-0 21-9-0 5-3-0 29-0-0 7-3-0 30-0-0 1-0-0 0- 4 - 5 7- 6 - 1 7- 7 - 1 3 8- 2 - 9 0- 4 - 5 7- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-0-13,Edge], [G:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.48 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.07 0.08 (loc) B-K B-K G B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-7-2 oc purlins, except 2-0-0 oc purlins (5-6-4 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-J, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1508/0-5-8 (min. 0-1-10), G=1508/0-5-8 (min. 0-1-10) Max Horz B=205(LC 7) Max UpliftB=-280(LC 8), G=-280(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2268/359, C-D=-1575/283, D-E=-1355/287, E-F=-1575/283, F-G=-2268/360 BOT CHORD B-K=-328/1814, J-K=-328/1814, I-J=-190/1814, G-I=-190/1814 WEBS C-K=0/263, C-J=-664/266, D-J=-83/390, E-J=-83/390, F-I=0/263, F-J=-664/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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=280, G=280. 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 18-070014T Truss A6GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-ILfumJ09FMh3NPfhwPlOY?sEMprG7BxEMK3FttytrCh Scale = 1:51.6 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 ST5ST5ST5 ST4 ST3 ST2 ST1 ST5 ST5 ST4 ST3 ST2 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 R3x4 5x6 6x8 6x8 3x4 29-0-0 29-0-0 -1-0-0 1-0-0 10-6-0 10-6-0 18-6-0 8-0-0 29-0-0 10-6-0 30-0-0 1-0-0 0- 4 - 5 6- 4 - 1 6- 5 - 1 3 7- 0 - 9 0- 4 - 5 6- 4 - 1 7.00 12 Plate Offsets (X,Y)-- [G:0-5-0,Edge], [K:0-5-0,Edge], [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 0.02 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: 158 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, except 2-0-0 oc purlins (6-0-0 max.): G-K. 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 29-0-0. (lb) - Max Horz B=175(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, U, T, S, P, R. 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. 12) 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 18-070014T Truss B1GRD Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:25 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-iwK1OL21YH3eEsOGbYJ5AdUdw0i3KLSg3IHwUCytrCe Scale = 1:35.6 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 ST4 ST5 ST3ST2 ST1 ST4 ST5 ST3 B1 A B C D E F G J I HWXYZAAABAC AD AE 4x12 12x16 MT18HS 12x16 MT18HS 4x12 12x12 8x12 12x12 3x6 3x6 3x6 3x6 3x6 5-4-6 5-4-6 10-8-12 5-4-6 16-1-2 5-4-6 21-5-8 5-4-6 3-4-6 3-4-6 6-8-12 3-4-6 10-8-12 4-0-0 14-8-12 4-0-0 18-1-2 3-4-6 21-5-8 3-4-6 0- 4 - 5 4- 1 - 1 1 4- 3 - 6 0- 4 - 5 4- 1 - 1 1 7.00 12 Plate Offsets (X,Y)-- [A:0-3-6,0-1-12], [C:0-0-9,0-0-0], [C:0-1-8,0-7-12], [E:0-1-2,0-0-0], [E:0-1-8,0-7-12], [G:0-3-6,0-1-12], [I:0-6-0,0-6-0] 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 0.62 0.72 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.32 0.07 0.11 (loc) I-J I-J G I-J l/defl >999 >779 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 295 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-9 oc purlins, except 2-0-0 oc purlins (3-8-0 max.): C-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7698/0-5-8 (min. 0-4-2), G=8140/0-5-8 (min. 0-4-5) Max Horz A=98(LC 26) Max UpliftA=-1424(LC 8), G=-1520(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12852/2386, B-C=-12736/2368, C-D=-12117/2240, D-E=-12117/2240, E-F=-12800/2387, F-G=-12920/2406 BOT CHORD A-W=-2081/11022, W-X=-2081/11022, J-X=-2081/11022, J-Y=-1814/9680, Y-Z=-1814/9680, Z-AA=-1814/9680, I-AA=-1814/9680, I-AB=-1748/9712, AB-AC=-1748/9712, H-AC=-1748/9712, H-AD=-2034/11086, AD-AE=-2034/11086, G-AE=-2034/11086 WEBS B-J=-263/265, C-J=-769/4024, C-I=-702/3434, D-I=-664/204, E-I=-690/3391, E-H=-789/4090, F-H=-261/252 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 0-4-0 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) The Fabrication Tolerance at joint C = 12%, joint E = 12%, joint C = 12%, joint E = 12% 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1424 , G=1520. 14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 18-070014T Truss B1GRD Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:25 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-iwK1OL21YH3eEsOGbYJ5AdUdw0i3KLSg3IHwUCytrCe NOTES- 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1378 lb down and 257 lb up at 2-0-12, 1378 lb down and 270 lb up at 4-0-12, 1378 lb down and 270 lb up at 6-0-12, 1378 lb down and 270 lb up at 8-0-12, 1378 lb down and 270 lb up at 10-0-12, 1378 lb down and 270 lb up at 12-0-12, 1378 lb down and 270 lb up at 14-0-12, 1378 lb down and 270 lb up at 16-0-12, and 1378 lb down and 270 lb up at 18-0-12, and 1378 lb down and 270 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, E-G=-84, A-G=-14 Concentrated Loads (lb) Vert: H=-1378(B) W=-1378(B) X=-1378(B) Y=-1378(B) Z=-1378(B) AA=-1378(B) AB=-1378(B) AC=-1378(B) AD=-1378(B) AE=-1378(B) Job 18-070014T Truss C1GE Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:27 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-fJSnp04I3vJMTAYfjzLZF2a55qYKoTTzWcm0Y4ytrCc Scale = 1:22.8 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 11-2-0 11-2-0 -1-0-0 1-0-0 5-7-0 5-7-0 11-2-0 5-7-0 12-2-0 1-0-0 0- 4 - 5 3- 7 - 6 4- 2 - 2 0- 4 - 5 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: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 11-2-0. (lb) - Max Horz B=101(LC 7) 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable 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) 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 18-070014T Truss D1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:28 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-7V0A1M5wqCRC5K7rGgsooG6FmDthXvI6lGWa4XytrCb Scale = 1:13.6 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 5-0-0 1-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 6 - 8 0- 3 - 8 2- 2 - 8 4.50 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 0.14 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-8 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=284/0-3-8 (min. 0-1-8), E=277/0-1-8 (min. 0-1-8) Max Horz B=90(LC 4) Max UpliftB=-80(LC 4), E=-93(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-251/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) E 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) E. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, E. 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 18-070014T Truss D2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:30 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-3u8wR26AMqhwKdHEO5vGthCbX1Z9?poPCa?g9PytrCZ Scale = 1:11.7 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 4-0-0 0-1-8 0- 4 - 0 1- 1 0 - 0 2- 2 - 4 1- 6 - 8 0- 3 - 8 1- 1 0 - 0 4.50 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 0.18 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 B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-8 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=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=76(LC 4) Max UpliftB=-90(LC 4), D=-51(LC 8) 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 18-070014T Truss D3 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:32 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-?GFgsk8RuRyeZxQcVWxky6HuerEFTjIiguUnEIytrCX Scale = 1:13.5 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 0-6-0 0-6-0 4-10-8 4-4-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 4.50 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 0.34 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.00 (loc) B-D B-D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 4-10-8 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=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=90(LC 4) Max UpliftB=-96(LC 4), D=-67(LC 8) 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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 18-070014T Truss E1 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:34 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-yfNRHQ9hQ2CMpFa?dxzC1XMIEex8xdo?7CzuIAytrCV Scale = 1:10.6 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 - 5 1- 6 - 5 2- 1 - 1 1- 2 - 1 3 0- 3 - 8 1- 6 - 5 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-P 0.08 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: 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 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=212/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8) Max Horz B=66(LC 8) Max UpliftB=-50(LC 8), D=-24(LC 8) Max Grav B=212(LC 1), D=61(LC 15) 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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 18-070014T Truss LG1 Truss Type GABLE Qty 3 Ply 1 KARTCHNER HOMES FS5B5 P-B W BO Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Fri Jul 27 13:13:35 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:iJ3rO0Y_7cMD5QzX__rjd1yMsiA-QrxpVmAJBMKDQO9BBeURakvT02Hgg3j8MsiRqdytrCU Scale = 1:36.5 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-10-8 9-10-8 4-11-4 4-11-4 9-10-8 4-11-4 5- 8 - 9 13.89 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 0.06 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: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 9-10-8. (lb) - Max Horz A=-146(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-224(LC 8), F=-223(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=311(LC 15), F=310(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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=224, F=223. 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