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HomeMy WebLinkAboutTRUSS SPECS - 18-00435 - 310 Baldwin Dr - New SFR (2)Job 18-080379T Truss A01 Truss Type Common Qty 3 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:34 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-tRJ_gWTdE5ytDX61Vpxbu7xb4b8MfkGBu_H1u_yqaWt Scale = 1:65.5 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T1 B1B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 9-9-0 9-9-0 19-6-0 9-9-0 29-3-0 9-9-0 39-0-0 9-9-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-6-0 6-6-0 26-0-0 6-6-0 32-6-0 6-6-0 39-0-0 6-6-0 40-0-0 1-0-0 0- 4 - 3 10 - 1 - 3 10 - 6 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [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 0.57 0.64 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.51 0.15 0.12 (loc) K-L K-L H K l/defl >999 >900 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-15 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=1997/0-5-8 (min. 0-2-2), H=1997/0-5-8 (min. 0-2-2) Max Horz B=181(LC 8) Max UpliftB=-391(LC 8), H=-391(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3568/661, C-D=-3181/609, D-E=-2234/466, E-F=-2234/465, F-G=-3181/609, G-H=-3568/662 BOT CHORD B-L=-674/3065, L-M=-453/2500, M-N=-453/2500, K-N=-453/2500, K-O=-297/2500, O-P=-297/2500, J-P=-297/2500, H-J=-494/3065 WEBS E-K=-257/1381, F-K=-902/350, F-J=-105/542, G-J=-473/245, D-K=-902/349, D-L=-104/542, C-L=-473/245 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=391, H=391. 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 18-080379T Truss A02 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:36 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-pqQk5CVtmiCbSrFQdDz3zY0vPOqk7elULIm8ytyqaWr Scale = 1:64.9 T2 T3 B1 W7 W5 W2 W1 W3 W4 W6T1 T4 B4B3B2AB C D E F G H K J ILMNO 5x6 5x6 5x8 5x8 3x4 5x8 3x4 5x8 5x8 5x6 9-8-4 9-8-4 19-6-0 9-9-12 29-0-12 9-6-12 38-9-0 9-8-4 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-6-0 6-6-0 25-11-0 6-5-0 32-4-0 6-5-0 38-9-0 6-5-0 0- 4 - 3 10 - 1 - 3 10 - 6 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-0-0,0-1-6], [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 0.64 0.65 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.53 0.15 0.13 (loc) J-K J-K H H-I l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-8 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=1995/0-5-8 (min. 0-2-2), H=1883/Mechanical Max Horz B=190(LC 8) Max UpliftB=-390(LC 8), H=-354(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3564/660, C-D=-3182/610, D-E=-2228/465, E-F=-2226/465, F-G=-3153/608, G-H=-3514/658 BOT CHORD B-K=-682/3062, K-L=-461/2495, L-M=-461/2495, J-M=-461/2495, J-N=-303/2483, N-O=-303/2483, I-O=-303/2483, H-I=-506/3032 WEBS C-K=-471/245, D-K=-106/547, D-J=-902/350, E-J=-258/1378, F-J=-896/347, F-I=-109/544, G-I=-470/246 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=390, H=354. 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 18-080379T Truss A03 Truss Type Common Qty 5 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:37 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-H0_6IYWWX0KS4?qcAxUIWmZ39oAzs5_dayVhVJyqaWq Scale = 1:64.9 T2 T3 B1 W7 W5 W2 W1 W3 W4 W6T1 T4 B4B3B2AB C D E F G H K J ILMNO 5x6 5x6 5x8 5x8 3x4 5x8 3x4 5x8 5x8 5x6 9-8-4 9-8-4 19-6-0 9-9-12 29-0-12 9-6-12 38-9-0 9-8-4 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-6-0 6-6-0 25-11-0 6-5-0 32-4-0 6-5-0 38-9-0 6-5-0 0- 4 - 3 10 - 1 - 3 10 - 6 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-0-0,0-1-6], [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 0.64 0.65 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.53 0.15 0.13 (loc) J-K J-K H H-I l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-8 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=1995/0-5-8 (min. 0-2-2), H=1883/Mechanical Max Horz B=190(LC 8) Max UpliftB=-390(LC 8), H=-354(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3564/660, C-D=-3182/610, D-E=-2228/465, E-F=-2226/465, F-G=-3153/608, G-H=-3514/658 BOT CHORD B-K=-682/3062, K-L=-461/2495, L-M=-461/2495, J-M=-461/2495, J-N=-303/2483, N-O=-303/2483, I-O=-303/2483, H-I=-506/3032 WEBS C-K=-471/245, D-K=-106/547, D-J=-902/350, E-J=-258/1378, F-J=-896/347, F-I=-109/544, G-I=-470/246 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=390, H=354. 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 18-080379T Truss A04 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:38 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-lDYUWuW8IKSJi8Poke?X2z5NQCgObbInpcFE1lyqaWp Scale = 1:65.7 T2 T2 B1 ST9ST8 ST7 ST6ST5ST4ST3ST2ST1 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 38-9-0 38-9-0 -1-0-0 1-0-0 19-6-0 19-6-0 38-9-0 19-3-0 0- 4 - 3 10 - 1 - 3 10 - 6 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-0], [O: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 0.10 0.06 0.14 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: 235 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 38-9-0. (lb) - Max Horz B=190(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AD, AE, AF, AG, AH, AI, AJ, AB, AA, Z, Y, X, W, V except AK=-113(LC 8), U=-123(LC 9) Max Grav All reactions 250 lb or less at joint(s) AC, AD, AE, AF, AG, AH, AI, AJ, AB, AA, Z, Y, X, W, V, T except B=256(LC 1), AK=321(LC 19), U=325(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J-K=-56/255 WEBS C-AK=-260/130, S-U=-254/133 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, AB, AA, Z, Y, X, W, V except (jt=lb) AK=113, U=123. 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 18-080379T Truss A05 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:40 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-ibgFwZYOqxi0xSZBs32?8OBjw0Ls3Vo4GwkL5eyqaWn Scale = 1:65.7 T2 T2 B1 ST9ST8 ST7 ST6ST5ST4ST3ST2ST1 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 38-9-0 38-9-0 -1-0-0 1-0-0 19-6-0 19-6-0 38-9-0 19-3-0 0- 4 - 3 10 - 1 - 3 10 - 6 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-0], [O: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 0.10 0.06 0.14 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: 235 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 38-9-0. (lb) - Max Horz B=190(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AD, AE, AF, AG, AH, AI, AJ, AB, AA, Z, Y, X, W, V except AK=-113(LC 8), U=-123(LC 9) Max Grav All reactions 250 lb or less at joint(s) AC, AD, AE, AF, AG, AH, AI, AJ, AB, AA, Z, Y, X, W, V, T except B=256(LC 1), AK=321(LC 19), U=325(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J-K=-56/255 WEBS C-AK=-260/130, S-U=-254/133 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, AB, AA, Z, Y, X, W, V except (jt=lb) AK=113, U=123. 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 18-080379T Truss B01 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:42 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-e_o?LFZeMYykAmjZzU4TDpGrTppGXJINjEDSAXyqaWl Scale = 1:49.6 T1 T1 B1 W1 W2 W3 W4 W1 W2W3 W4 B2 HW1 HW2A B C D E F G K J I HLMNOPQRS T U 8x12 MT20HS 9x12 MT18HS 8x12 MT20HS12x12 5x8 12x12 1.5x4 12x12 5x8 12x12 1.5x4 4-6-2 4-6-2 9-0-3 4-6-2 13-6-5 4-6-2 18-0-6 4-6-2 22-6-8 4-6-2 3-9-1 3-9-1 7-6-3 3-9-1 11-3-4 3-9-1 15-0-5 3-9-1 18-9-7 3-9-1 22-6-8 3-9-1 0- 6 - 3 8- 0 - 5 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-3-4,Edge], [D:0-9-4,0-2-8], [G:0-3-4,Edge], [H:0-6-0,0-6-4], [J:0-6-0,0-6-4], [K: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 0.99 0.90 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.36 0.08 0.13 (loc) H-I H-I G H-I l/defl >999 >733 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 315 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=11247/0-5-8 (req. 0-6-0), G=11473/0-5-8 (req. 0-6-2) Max Horz A=-197(LC 6) Max UpliftA=-2166(LC 8), G=-2210(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-16195/3109, B-C=-15921/3138, C-D=-12751/2556, D-E=-12922/2589, E-F=-16830/3316, F-G=-17120/3289 BOT CHORD A-L=-2598/13090, L-M=-2598/13090, K-M=-2598/13090, K-N=-2153/11143, N-O=-2153/11143, J-O=-2153/11143, J-P=-1578/8555, P-Q=-1578/8555, I-Q=-1578/8555, I-R=-2128/11409, R-S=-2128/11409, H-S=-2128/11409, H-T=-2611/13834, T-U=-2611/13834, G-U=-2611/13834 WEBS D-I=-1545/7457, E-I=-2555/645, E-H=-1035/5012, F-H=-270/592, D-J=-1449/6964, C-J=-2115/559, C-K=-847/4049, B-K=-265/540 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 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint D = 16% 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) WARNING: Required bearing size at joint(s) A, G greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=2166 , G=2210. 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. Continued on page 2 Job 18-080379T Truss B01 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:42 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-e_o?LFZeMYykAmjZzU4TDpGrTppGXJINjEDSAXyqaWl NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1869 lb down and 368 lb up at 1-7-4, 1869 lb down and 368 lb up at 3-7-4 , 1869 lb down and 368 lb up at 5-7-4, 1869 lb down and 368 lb up at 7-7-4, 1869 lb down and 368 lb up at 9-7-4, 1869 lb down and 368 lb up at 11-7-4, 1869 lb down and 368 lb up at 13-7-4, 1869 lb down and 368 lb up at 15-7-4, 1869 lb down and 368 lb up at 17-7-4, and 1869 lb down and 368 lb up at 18-5-12, and 1869 lb down and 368 lb up at 20-5-12 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: I=-1869(B) L=-1869(B) M=-1869(B) N=-1869(B) O=-1869(B) P=-1869(B) Q=-1869(B) R=-1869(B) S=-1869(B) T=-1869(B) U=-1869(B) Job 18-080379T Truss C01 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:43 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-6ALNZbaG7s4bowImXBbil1pEaDNFGu4Wyuy?izyqaWk Scale = 1:29.1 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 12-2-0 12-2-0 -1-0-0 1-0-0 6-1-0 6-1-0 12-2-0 6-1-0 13-2-0 1-0-0 0- 6 - 3 4- 6 - 1 3 5- 0 - 1 4 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 0.02 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: 58 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 12-2-0. (lb) - Max Horz B=125(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) 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 18-080379T Truss D01 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-2ZT8_HcXeTLJ2DR8ecdArSua313bkobpQCR6nsyqaWi Scale = 1:27.7 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 11-5-8 11-5-8 -1-0-0 1-0-0 5-8-12 5-8-12 11-5-8 5-8-12 12-5-8 1-0-0 0- 6 - 3 4- 4 - 0 4- 1 0 - 1 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:Edge,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: 54 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 11-5-8. (lb) - Max Horz B=-119(LC 6) 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 18-080379T Truss D02 Truss Type Monopitch Qty 3 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Wl1WBdd9PnTAfN0LCK8PNfRj6QOaTFUyesBfJIyqaWh Scale = 1:12.5 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 4-3-8 4-3-8 -1-0-0 1-0-0 4-3-8 4-3-8 4-5-0 0-1-8 0- 4 - 0 1- 1 1 - 1 4 2- 4 - 2 1- 8 - 6 0- 3 - 8 1- 1 1 - 1 4 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 0.24 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 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: 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 4-3-8 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=317/0-3-8 (min. 0-1-8), D=188/0-1-8 (min. 0-1-8) Max Horz B=82(LC 4) Max UpliftB=-93(LC 4), D=-58(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 18-080379T Truss D03 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:47 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-_xbuOzdnA5b1HXbXm1gewtzuLqdPCVG6tWwDrkyqaWg Scale = 1:25.6 T1 T1 B1 W1 W2 W1 W2 A B C D E G FHI J K 4x8 5x8 4x8 12x12 1.5x4 12x12 1.5x4 3-9-13 3-9-13 7-7-11 3-9-13 11-5-8 3-9-13 2-10-6 2-10-6 5-8-12 2-10-6 8-7-2 2-10-6 11-5-8 2-10-6 0- 6 - 3 4- 4 - 0 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-4-0,0-1-9], [E:0-4-0,0-1-9] 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 0.21 0.45 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.09 0.02 0.03 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4968/0-5-8 (min. 0-2-10), E=5453/0-5-8 (min. 0-2-15) Max Horz A=101(LC 5) Max UpliftA=-956(LC 8), E=-1050(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6750/1295, B-C=-6602/1315, C-D=-6618/1318, D-E=-6765/1298 BOT CHORD A-H=-1066/5382, G-H=-1066/5382, G-I=-689/3748, F-I=-689/3748, F-J=-1009/5400, J-K=-1009/5400, E-K=-1009/5400 WEBS C-F=-797/3907, D-F=-209/328, C-G=-791/3880, B-G=-210/338 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=956, E=1050. 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) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to connect truss(es) A03 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 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: G=-1869(B) H=-1869(B) I=-1869(B) J=-1869(B) K=-1869(B) Job 18-080379T Truss E01 Truss Type Monopitch Qty 3 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-xKjepef1iirlWrlvtSi6?I39oeNagcEOKqPKwdyqaWe Scale: 3/4"=1' T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 0-6-0 0-6-0 5-10-8 5-4-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 4 - 0 2- 7 - 0 2- 1 1 - 4 2- 3 - 8 0- 3 - 8 2- 7 - 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 0.54 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: 21 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=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=104(LC 4) Max UpliftB=-103(LC 4), D=-82(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) D except (jt=lb) B=103. 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 18-080379T Truss E02 Truss Type Monopitch Qty 3 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-PWH11_gfT0zc8?K6RADLXVbP62lWP3TYZU9tS3yqaWd Scale = 1:12.5 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 4-3-8 4-3-8 -1-0-0 1-0-0 4-3-8 4-3-8 4-5-0 0-1-8 0- 4 - 0 1- 1 1 - 1 4 2- 4 - 2 1- 8 - 6 0- 3 - 8 1- 1 1 - 1 4 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 0.24 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 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: 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 4-3-8 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=317/0-3-8 (min. 0-1-8), D=188/0-1-8 (min. 0-1-8) Max Horz B=82(LC 4) Max UpliftB=-93(LC 4), D=-58(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 18-080379T Truss E03 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:51 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-tjqPEKgIEJ5Sm8vI?tka4j8buR5l8Vjho8uQ_VyqaWc Scale = 1:15.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-3-8 4-3-8 -1-0-0 1-0-0 4-3-8 4-3-8 6-0-0 1-8-8 0- 4 - 0 2- 7 - 0 2- 1 1 - 4 1- 8 - 6 0- 3 - 8 2- 7 - 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 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 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: 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 4-3-8 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=287/0-3-8 (min. 0-1-8), E=363/0-1-8 (min. 0-1-8) Max Horz B=103(LC 4) Max UpliftB=-74(LC 4), E=-124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-334/141 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=124. 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 18-080379T Truss E04 Truss Type Monopitch Qty 1 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:51 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-tjqPEKgIEJ5Sm8vI?tka4j8bkR5d8Vjho8uQ_VyqaWc Scale = 1:15.5 T1 W1 B1 A B C D E 1.5x4 1.5x4 2x4 -1-0-0 1-0-0 4-3-8 4-3-8 6-0-0 1-8-8 0- 4 - 0 2- 7 - 0 2- 1 1 - 4 1- 1 1 - 1 4 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 0.19 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) D D l/defl n/r n/r n/a L/d 120 120 n/a 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 4-3-8 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)E=373/4-3-8 (min. 0-1-8), B=279/4-3-8 (min. 0-1-8) Max Horz B=103(LC 4) Max UpliftE=-126(LC 8), B=-68(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-343/143 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 requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=126. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-080379T Truss E05 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-LvOnSghw?dDJNIUUZaFpdwhmWrQUtyzr1oe_XyyqaWb Scale = 1:11.7 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 0-6-0 0-6-0 3-10-8 3-4-8 -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 0.14 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 18-080379T Truss G01 Truss Type Roof Special Qty 9 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:54 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-HIWXsMjAXET1dcdtg?IHiLm6lf7rLsT8U575bqyqaWZ 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=87/0-1-8 (min. 0-1-8) Max Horz B=57(LC 8) Max UpliftB=-52(LC 8), D=-43(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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 25 lb up at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, B-D=-14 Concentrated Loads (lb) Vert: D=-27 Job 18-080379T Truss H01 Truss Type Roof Special Qty 2 Ply 1 KARTCHNER HOMES FS7B8 FRANKLIN C Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Mon Aug 6 10:39:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-lU4w4ijoIYbuEmC3EjpWEZJHt3T54JbHjlse7GyqaWY Scale = 1:9.3 T1 B1 W1 A B C D 1.5x4 2x4 2x4 2-0-14 2-0-14 -1-1-0 1-1-0 2-1-11 2-1-11 0- 4 - 3 1- 4 - 0 1- 9 - 1 1 0- 3 - 8 5.54 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 0.11 0.02 0.01 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 2-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=248/0-5-13 (min. 0-1-8), D=40/0-1-9 (min. 0-1-8) Max Horz B=56(LC 8) Max UpliftB=-64(LC 8), D=-15(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