The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 19-00106 - 2204 Summerfield Ln - New SFRJob 19-032423T Truss A1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:14 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-u?yggqSWlDfEchDfJzkkbgmL753EoOUKiuhWhZzdwy7 Scale: 3/16"=1' T2 T2 B1 ST9ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 T1 T1 B1B2 ST1 A B C D E F G H I J K L M N O P Q R S T U AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V 5x6 3x6 5x6 5x6 5x6 5x6 3x6 38-0-0 38-0-0 -1-0-0 1-0-0 19-0-0 19-0-0 38-0-0 19-0-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [P:0-3-0,0-3-0], [AA:0-3-0,0-3-0], [AG: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 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) T T T l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt K-AD, J-AE, L-AC MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-0-0. (lb) - Max Horz B=-177(LC 9) Max Uplift All uplift 100 lb or less at joint(s) B, AE, AF, AG, AH, AI, AJ, AK, AL, AC, AB, AA, Z, Y, X, W, T, V Max Grav All reactions 250 lb or less at joint(s) B, AD, AE, AF, AG, AH, AI, AJ, AK, AC, AB, AA, Z, Y, X, W, T except AL=272(LC 19), V=272(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J-K=-55/256 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, AE, AF, AG, AH, AI, AJ, AK, AL, AC, AB, AA, Z, Y, X, W, T, V. 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 19-032423T Truss A2 Truss Type Common Qty 8 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-mmBBVBV0pSAg5JWQYopglWxw8iHBjAewdWfjqKzdwy3 Scale = 1:63.0 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1T1 T1 B1B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [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 0.52 0.61 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.12 (loc) J-K J-K H K l/defl >999 >953 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 Stud/Std *Except* W4,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=-177(LC 13) Max UpliftB=-381(LC 8), H=-381(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3471/643, C-D=-3094/592, D-E=-2175/453, E-F=-2175/453, F-G=-3094/592, G-H=-3471/643 BOT CHORD B-L=-656/2980, L-M=-441/2433, M-N=-441/2433, K-N=-441/2433, K-O=-289/2433, O-P=-289/2433, J-P=-289/2433, H-J=-479/2980 WEBS E-K=-250/1344, F-K=-878/340, F-J=-101/525, G-J=-458/238, D-K=-878/340, D-L=-101/525, C-L=-458/238 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=381, H=381. 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 19-032423T Truss A3 Truss Type Common Qty 10 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-j8JxwtXHL3QNLcgpfDr8rx0GEWzbB48D4q8quDzdwy1 Scale = 1:62.2 T2 T2 B1 W1 W2 W3 W4 W3 W2 W1T1 T3 B3B2B2AB C D E F G H K J ILMNO 5x6 5x6 5x8 5x8 3x4 5x8 3x4 5x8 5x8 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [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 0.54 0.61 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.12 (loc) J-K J-K H J l/defl >999 >954 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* W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 1 Row at midpt D-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=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=185(LC 12) Max UpliftB=-381(LC 8), H=-345(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3466/643, C-D=-3089/591, D-E=-2169/453, E-F=-2169/453, F-G=-3082/593, G-H=-3429/643 BOT CHORD B-K=-664/2976, K-L=-449/2429, L-M=-449/2429, J-M=-449/2429, J-N=-297/2425, N-O=-297/2425, I-O=-297/2425, H-I=-496/2959 WEBS C-K=-459/238, D-K=-101/525, D-J=-878/340, E-J=-250/1339, F-J=-874/340, F-I=-102/521, G-I=-448/237 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=381, H=345. 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 19-032423T Truss A4GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:23 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-7j_4ZvZ9e_oyC4PNKMPrSaetsj7BOTifmnNUVYzdwy_ Scale = 1:63.2 T2 T2 B1 ST9ST8ST7ST6ST5ST4ST3ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 T1 T3 B3B2 ST1 A B C D E F G H I J K L M N O P Q R S T AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U 5x6 3x6 5x6 5x6 5x6 5x6 3x6 37-9-0 37-9-0 -1-0-0 1-0-0 19-0-0 19-0-0 37-9-0 18-9-0 0- 4 - 3 9- 1 0 - 3 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [P:0-3-0,0-3-0], [Z:0-3-0,0-3-0], [AF: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 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) A A T l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt K-AC, J-AD, L-AB MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 37-9-0. (lb) - Max Horz B=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AD, AE, AF, AG, AH, AI, AJ, AK, AB, AA, Z, Y, X, W, V except U=-108(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, AC, AD, AE, AF, AG, AH, AI, AJ, AB, AA, Z, Y, X, W, V, T except AK=272(LC 19), U=280(LC 20) 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, AD, AE, AF, AG, AH, AI, AJ, AK, AB, AA, Z, Y, X, W, V except (jt=lb) U=108. 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 19-032423T Truss B1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:25 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-366qzbaP9c2gRNYmSmRJY?jCPXpNsOAyE5sbZQzdwxy Scale = 1:41.0 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N 4x5 3x4 5x6 3x4 24-0-0 24-0-0 -1-0-0 1-0-0 12-0-0 12-0-0 24-0-0 12-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [R: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 0.13 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std 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 24-0-0. (lb) - Max Horz B=-96(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, Q, P, O, L except V=-118(LC 8), N=-118(LC 9) Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=269(LC 1), V=375(LC 19), L=269(LC 1), N=375(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-299/137, K-N=-299/136 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, S, T, U, Q, P, O, L except (jt=lb) V=118, N=118. 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 19-032423T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:27 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-0VEbOGcghDIOghi9ZBTndQpUGKP2KF3FhPLidJzdwxw Scale = 1:41.0 T1 T1 B1 W2 W1 W2 W1 B2A B C D E F G I H 5x6 3x6 5x6 1.5x4 3x4 1.5x4 3x6 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [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 0.43 0.43 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.06 (loc) I H-I F B-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-14 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=1263/0-3-8 (min. 0-1-8), F=1263/0-3-8 (min. 0-1-8) Max Horz B=-96(LC 9) Max UpliftB=-255(LC 8), F=-255(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2379/446, C-D=-2038/393, D-E=-2038/394, E-F=-2379/446 BOT CHORD B-I=-435/2107, H-I=-180/1377, F-H=-339/2107 WEBS D-H=-156/676, E-H=-528/244, D-I=-156/676, C-I=-528/244 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. 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=255. 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 19-032423T Truss C1GRD Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:31 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-uGT5EefAlSoq9I0wo1YknGz5LxfGGx2qc1Jvm4zdwxs Scale: 1/4"=1' T1 T1 B1 W4 W3 W2 W1 W3W2 W1 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1 B1 HW1 HW2A B C D E F G J I HACADAEAFAGAHAIAJ AK AL 8x12 MT20HS 9x12 MT18HS 8x12 MT20HS12x16 MT18HS 5x8 12x12 5x8 12x12 3x6 3x6 2x4 3x6 3x6 3x6 2x4 3x6 5-5-8 5-5-8 10-11-0 5-5-8 16-4-8 5-5-8 21-10-0 5-5-8 3-7-11 3-7-11 7-3-5 3-7-11 10-11-0 3-7-11 14-6-11 3-7-11 18-2-5 3-7-11 21-10-0 3-7-11 0- 6 - 3 7- 9 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-3-4,Edge], [G:0-3-4,Edge], [H:0-6-0,0-6-4], [J:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.86 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.33 0.08 0.12 (loc) I-J I-J G I-J l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 360 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W2: 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: 2x6 DF SS or 1800F 1.6E, Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=10021/0-5-8 (min. 0-5-6), G=10270/0-5-8 (min. 0-5-8) Max Horz A=191(LC 7) Max UpliftA=-1930(LC 8), G=-1979(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14486/2788, B-C=-14341/2802, C-D=-9921/1990, D-E=-9921/1990, E-F=-14385/2811, F-G=-14531/2797 BOT CHORD A-AC=-2337/11707, AC-AD=-2337/11707, J-AD=-2337/11707, J-AE=-1957/10118, AE-AF=-1957/10118, AF-AG=-1957/10118, I-AG=-1957/10118, I-AH=-1885/10136, AH-AI=-1885/10136, AI-AJ=-1885/10136, H-AJ=-1885/10136, H-AK=-2216/11746, AK-AL=-2216/11746, G-AL=-2216/11746 WEBS D-I=-2098/10585, E-I=-3241/754, E-H=-1012/5108, F-H=-240/436, C-I=-3211/748, C-J=-1000/5056, B-J=-240/442 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. Continued on page 2 Job 19-032423T Truss C1GRD Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:32 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-MS1UR_goWlxgnSb6Ml3zKTWG5L?V?OI_rh2TIWzdwxr NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1930, G=1979. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1820 lb down and 359 lb up at 2-0-12, 1820 lb down and 359 lb up at 4-0-12, 1820 lb down and 359 lb up at 6-0-12, 1820 lb down and 359 lb up at 8-0-12, 1820 lb down and 359 lb up at 10-0-12, 1820 lb down and 359 lb up at 12-0-12, 1820 lb down and 359 lb up at 14-0-12, 1820 lb down and 359 lb up at 16-0-12, and 1820 lb down and 359 lb up at 18-0-12, and 1820 lb down and 359 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-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: AC=-1820(B) AD=-1820(B) AE=-1820(B) AF=-1820(B) AG=-1820(B) AH=-1820(B) AI=-1820(B) AJ=-1820(B) AK=-1820(B) AL=-1820(B) Job 19-032423T Truss D1GE Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:33 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-qfbsfKhQH33XOc9IwSaCsh3bMlYnk0Z73Lo0rzzdwxq Scale = 1:27.3 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J 4x5 3x4 3x8 3x4 3x8 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- 6 - 3 4- 3 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,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 0.07 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: 53 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 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=117(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 19-032423T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:36 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-FDH_HLjJa_R6F4utba8vUJh3JyZFxMvZmJ0gRIzdwxn Scale = 1:13.7 T1 B1 W1 A B C D E 2x4 1.5x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 5-0-0 2-0-0 0- 4 - 0 2- 2 - 8 1- 5 - 8 0- 3 - 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 0.28 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 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: 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 2-10-8 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=184/0-3-8 (min. 0-1-8), E=362/0-1-8 (min. 0-1-8) Max Horz B=87(LC 4) Max UpliftB=-51(LC 4), E=-136(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-E=-343/147 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) E 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) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=136. 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 19-032423T Truss E2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:38 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-BcOli1lZ5bhqVN2Gj?ANZkmRumFjPHRsDdVnWAzdwxl Scale = 1:9.9 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 0- 4 - 0 1- 5 - 8 1- 2 - 0 0- 3 - 8 1- 5 - 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 0.08 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 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: 11 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 2-10-8 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=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8) Max Horz B=61(LC 4) Max UpliftB=-86(LC 4), D=-34(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 19-032423T Truss E3 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER HOMES SF6B11 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Mar 5 14:26:40 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-7?WV7jmpdDxYkhCfqQCre9rjQZvetBx9gx_ua3zdwxj Scale = 1:13.5 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 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 0.14 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