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Home My WebLink AboutJ22206288_ENGINEERING (1)Job J22206288 Truss GE01 Truss Type GABLE COMMON Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:27 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-bdAn2l5zChXmIFiAzNalJXK_MlBBhOw_OogoNQyePR6 Scale = 1:48.5 T1 T2 B1 B2 W1 W2 W4 W3 ST5 ST4 ST3 ST2 ST1 ST6 ST7 ST8 1 2 3 4 5 12 11 10 9 8 7 6 3x4 5x6 3x4 3x4 4x8 7-3-8 7-3-8 14-7-0 7-3-8 -0-6-0 0-6-0 5-10-0 5-10-0 11-1-2 5-3-3 14-7-0 3-5-14 0-4-77-9-45-5-52-4-08.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-0], [15:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.33 0.28 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-12 2-12 6 l/defl >999 >832 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-7-0. (lb) - Max Horz 2=242(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-149(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 6, 8, 9, 10, 7 except 2=264(LC 1), 11=414(LC 1), 12=260(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/72 WEBS 3-11=-326/172 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 11=149. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss GE02 Truss Type GABLE Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:33 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-QnY2JoAkoXIw0AAKJeh9Zoa_sAAw548tmk76b4yePR0 Scale = 1:56.7 T1 T2 B1 W2 W1 W2 W1 ST2 ST1 ST1 ST3 ST4 ST5 ST6 ST7 ST8 T3 B2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 28 29 3x8 4x6 5x8 3x6 3x43x4 8x8 3x12 8-9-5 8-9-5 12-8-0 3-10-11 17-1-11 4-5-11 25-11-0 8-9-5 6-8-3 6-8-3 12-11-8 6-3-5 19-2-13 6-3-5 25-11-0 6-8-3 26-5-0 0-6-0 0-4-79-0-20-4-78.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-14], [3:0-2-0,0-0-0], [5:0-4-0,Edge], [6:1-0-0,0-1-2], [25:0-0-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.46 0.52 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.01 (loc) 1-14 1-14 6 l/defl >999 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST2: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-3-0 except (jt=length) 1=0-3-8, 12=0-3-8, 12=0-3-8. (lb) - Max Horz 1=-206(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 8, 6 except 11=-116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 9, 8, 6, 12, 12 except 1=627(LC 1), 11=1083(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-777/98, 2-3=-632/165, 3-4=-7/258 BOT CHORD 1-14=-84/585 WEBS 3-11=-725/73, 4-11=-369/197, 3-14=-101/581, 2-14=-374/192 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 8, 6 except (jt=lb) 11=116. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss GE03 Truss Type GABLE Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:38 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-nkLxMWEtc3wC7x2H6BHKGsIwbB_WmOScw0rtFHyePQx Scale = 1:56.0 T2 T2 B1 ST8ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x6 4x6 4x6 3x4 3x6 3x4 25-11-0 25-11-0 -0-6-0 0-6-0 12-11-8 12-11-8 25-11-0 12-11-8 26-5-0 0-6-0 0-4-79-0-20-4-78.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-2-4], [16:0-2-12,0-2-4], [30:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 21 21 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 144 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* ST8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-11-0. (lb) - Max Horz 2=203(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 2, 29, 31, 32, 33, 34, 35, 36, 28, 27, 26, 25, 24, 23, 20 except 37=299(LC 10), 22=299(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 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) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss GE04 Truss Type GABLE Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:43 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-7i8qPDI0RbYVDjwFvktVzv?nYChqRe2L3HYewVyePQs Scale = 1:49.7 T1 T1 B1 ST7ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x6 3x4 22-11-0 22-11-0 -0-6-0 0-6-0 11-5-8 11-5-8 22-11-0 11-5-8 23-5-0 0-6-0 0-4-78-0-20-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 118 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-11-0. (lb) - Max Horz 2=-180(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 16 except 31=282(LC 10), 18=282(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 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) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss GE05 Truss Type GABLE Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:48 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-UfyjSxM8F8BnJUpCiHSggziY8DCi6ol4DZGPciyePQn Scale = 1:84.0 W1 T1 B1 W2 W3 W4 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 T2 B2 1 2 3 4 5 6 9 8 72425 26 27 3x12 3x4 3x6 3x65x6 3x6 3x6 3x8 10-5-5 10-5-5 21-0-0 10-6-11 7-0-11 7-0-11 13-9-15 6-9-3 21-0-0 7-2-1 21-6-0 0-6-0 14-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-13], [5:0-8-0,0-1-2], [8:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.88 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.75 0.03 (loc) 7-9 7-9 5 l/defl >573 >330 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W4: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST1,ST3,ST9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9, 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1020/Mechanical, 5=988/0-3-8 (min. 0-1-9) Max Horz 9=-422(LC 4) Max Uplift9=-142(LC 7), 5=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/143, 3-4=-1074/121, 4-5=-1298/104 BOT CHORD 9-24=-18/518, 8-24=-18/518, 8-25=-18/518, 7-25=-18/518, 7-26=0/1006, 26-27=0/1006, 5-27=0/1006 WEBS 2-9=-845/206, 2-7=-30/819, 4-7=-355/189 NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=142. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss GE06 Truss Type GABLE Qty 1 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:52 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-MRBEIIPfJMhDo56_x7XcqptIPqmZ2ksg8BEclTyePQj Scale = 1:37.8 B1 T1 W1 ST5 ST4 ST3 ST2 ST1 12 3 4 5 6 7 8 14 13 12 11 10 9 3x4 -0-6-0 0-6-0 9-7-8 9-7-8 0-4-76-9-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.24 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 49 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-7-8. (lb) - Max Horz 2=196(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 10, 11, 12, 13, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10, 11, 12, 13, 14. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss T01 Truss Type Scissor Qty 8 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:05:56 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-FCRl8gS9NbBfHjQlAzbY?f1zJR1h_LiG3pCquEyePQf Scale: 1/4"=1' T1 T2 B1 B2 W1 W2 W4 W3 12 3 4 5 7 6 4x8 2x4 3x6 5x8 2x4 3x6 7-3-8 7-3-8 14-7-0 7-3-8 -0-6-0 0-6-0 5-10-0 5-10-0 11-1-2 5-3-3 14-7-0 3-5-14 0-4-77-9-45-5-52-4-08.00 12 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.31 0.49 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.10 (loc) 6-7 6-7 6 l/defl >999 >594 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 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) 2=611/0-3-8 (min. 0-1-8), 6=571/0-3-8 (min. 0-1-8) Max Horz 2=242(LC 5) Max Uplift2=-42(LC 6), 6=-45(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1296/132, 3-4=-1064/135 BOT CHORD 2-7=-211/1092, 6-7=-89/261 WEBS 3-7=-298/164, 4-7=-85/963, 4-6=-528/104 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss T02 Truss Type Common Qty 9 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:06:01 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-bAEdBNWIC7qxNUJiyWBjiilmvSejfmT?C5vbZSyePQa Scale = 1:52.2 T1 T2 B1 W2 W1 W2 W1 T3 B2 1 2 3 4 5 6 7 10 9 811 123x8 4x6 3x6 3x6 3x4 2x4 3x4 2x4 3x8 8-9-5 8-9-5 17-1-11 8-4-7 25-11-0 8-9-5 6-8-3 6-8-3 12-11-8 6-3-5 19-2-13 6-3-5 25-11-0 6-8-3 26-5-0 0-6-0 0-4-79-0-20-4-78.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-14], [6:0-8-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.88 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.40 0.06 (loc) 8-10 1-10 6 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1115/0-3-8 (min. 0-1-12), 6=1155/0-3-8 (min. 0-1-13) Max Horz 1=-206(LC 4) Max Uplift1=-44(LC 6), 6=-65(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1681/141, 2-3=-1510/208, 3-4=-1487/207, 4-5=-1508/165, 5-6=-1679/140 BOT CHORD 1-10=-72/1307, 10-11=0/865, 9-11=0/865, 9-12=0/865, 8-12=0/865, 6-8=-21/1305 WEBS 3-8=-82/684, 5-8=-353/192, 3-10=-83/686, 2-10=-355/192 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss T03 Truss Type Common Qty 4 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:06:05 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-UxT81lZpFMKNs5cTBMGfsYvTy40jbZUa7itpiDyePQW Scale = 1:54.8 T2 T2 B1 W2 W1 W2 W1 T1 T1 B2 1 2 3 4 5 6 7 8 9 12 11 1013 14 3x6 4x6 3x6 3x8 3x6 3x4 2x4 3x4 2x4 3x8 8-9-5 8-9-5 17-1-11 8-4-7 25-11-0 8-9-5 -0-6-0 0-6-0 6-8-3 6-8-3 12-11-8 6-3-5 19-2-13 6-3-5 25-11-0 6-8-3 26-5-0 0-6-0 0-4-79-0-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [8:0-8-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.88 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.39 0.06 (loc) 10-12 2-12 8 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1155/0-3-8 (min. 0-1-13), 8=1155/0-3-8 (min. 0-1-13) Max Horz 2=-203(LC 4) Max Uplift2=-65(LC 6), 8=-65(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1678/139, 3-4=-1508/164, 4-5=-1487/207, 5-6=-1487/207, 6-7=-1508/164, 7-8=-1678/139 BOT CHORD 2-12=-70/1305, 12-13=0/865, 11-13=0/865, 11-14=0/865, 10-14=0/865, 8-10=-21/1305 WEBS 5-10=-82/684, 7-10=-353/192, 5-12=-81/684, 3-12=-353/192 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss T04 Truss Type Common Qty 2 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:06:09 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-Mijfs6cJJaqpLiwFQBKb0O47BhMnXJ9A2Kr0r_yePQS Scale = 1:49.4 T1 T1 B1 W2 W1W1 B2 12 3 4 5 6 7 9 8 4x6 5x12 3x6 3x8 2x42x4 5x12 11-5-8 11-5-8 22-11-0 11-5-8 -0-6-0 0-6-0 5-1-15 5-1-15 11-5-8 6-3-9 17-9-0 6-3-9 22-11-0 5-1-15 23-5-0 0-6-0 0-4-78-0-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-1-13,Edge], [6:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.56 0.94 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.75 0.05 (loc) 6-8 6-8 6 l/defl >942 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=944/0-3-8 (min. 0-1-8), 6=944/0-3-8 (min. 0-1-8) Max Horz 2=-180(LC 4) Max Uplift2=-59(LC 6), 6=-59(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/152, 3-4=-974/120, 4-5=-974/120, 5-6=-1298/152 BOT CHORD 2-9=-95/1040, 8-9=-95/1040, 6-8=-48/1040 WEBS 4-8=-4/659, 5-8=-386/180, 3-8=-386/180 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22 Job J22206288 Truss T05 Truss Type Roof Special Qty 8 Ply 1 KIEFER JOB Job Reference (optional) 8.530 s Jan 6 2022 MiTek Industries, Inc. Mon Sep 12 11:06:13 2022 Page 1Probuild, Morresville, ind., Roger Williams ID:iwAsdJHo8xlh2jxVR4v2yJyik?z-FTyAiUfqNpKEpKD0f1PXBEEpqIkZT6xmzypE_lyePQO Scale = 1:79.4 W1 T1 B1 W2 W3 W4 T2 B2 1 2 3 4 5 6 9 8 71011 12 13 3x12 3x4 3x6 3x8 3x6 3x6 2x4 3x8 10-5-5 10-5-5 21-0-0 10-6-11 7-0-11 7-0-11 13-9-15 6-9-3 21-0-0 7-2-1 21-6-0 0-6-0 14-4-70-4-78.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.88 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.75 0.03 (loc) 7-9 7-9 5 l/defl >573 >330 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9, 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1020/Mechanical, 5=988/0-3-8 (min. 0-1-9) Max Horz 9=-422(LC 4) Max Uplift9=-142(LC 7), 5=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/143, 3-4=-1074/121, 4-5=-1298/104 BOT CHORD 9-10=-18/518, 8-10=-18/518, 8-11=-18/518, 7-11=-18/518, 7-12=0/1006, 12-13=0/1006, 5-13=0/1006 WEBS 2-9=-845/206, 2-7=-30/819, 4-7=-355/189 NOTES- (7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=142. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 09/30/22