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HomeMy WebLinkAboutCO10.1Job B19-10008 Truss AT1 Truss Type ATTIC Qty 2 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:46:59 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-DvOltDK5?AUCggtkicR4HdIRnTsdImPY8EU18kyJwNQ Scale = 1:61.1 T1 T3 T4 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5 W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 5 10 16 15 14 13 17 19 18 3x10 3x1010x10 10x10 2x4 2x4 5x10 2x4 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-6-6 1-2-8 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-2-11,0-0-0], [11:0-1-4,0-6-2], [14:0-3-8,0-8-8], [15:0-3-8,0-8-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 8-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.71 0.34 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.28 -0.40 0.01 -0.19 (loc) 14-15 14-15 13 14-15 l/defl >999 >803 n/a 1087 L/d 240 180 n/a 360 PLATES MT20 Weight: 1112 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 2, 12, 17, 18, 19, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 16=5327/0-6-0 (min. 0-3-9), 13=4986/0-6-0 (min. 0-3-7) Max Horz16=1181(LC 7) Max Grav16=6851(LC 3), 13=6566(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/411, 2-3=-6746/0, 3-4=-5444/87, 4-6=-2641/142, 6-7=-2814/276, 7-8=-2814/276, 8-9=-2640/140, 9-11=-5468/94, 11-12=-6730/0, 2-16=-7810/0, 12-13=-7543/0, 4-5=-108/1354, 9-10=-111/1365 BOT CHORD 15-16=-1104/1117, 14-15=-2/4073WEBS 5-15=-557/3153, 3-5=-534/2068, 4-17=-3584/460, 17-19=-3565/469, 18-19=-3569/478, 9-18=-3587/469, 10-14=-597/3122, 10-11=-596/2028, 2-15=0/4541, 12-14=0/4495, 6-17=0/370, 8-18=0/370, 7-19=-1323/401, 6-19=-297/1735, 8-19=-299/1739 NOTES- (14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 3 rows staggered at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT1 Truss Type ATTIC Qty 2 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:00 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-h6y74ZLjmTc3HqSxFKyJqrqbWtCs1DehNuEahByJwNP NOTES- (14) 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 5x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-17, 17-19, 18-19, 9-18 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-15 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT2 Truss Type ATTIC Qty 3 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:01 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9IWVHvMLXnkvv_17p1TYM2Nq6GaYmjkrcYz8DdyJwNO Scale = 1:61.1 T1 T3 T4 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5 W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 5 10 16 15 14 13 17 19 18 3x10 3x1010x10 10x10 2x4 2x4 5x10 2x4 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-6-6 1-2-8 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-2-11,0-0-0], [11:0-1-4,0-6-2], [14:0-3-8,0-7-0], [15:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.46 0.25 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.21 -0.30 0.01 -0.15 (loc) 14-15 14-15 13 14-15 l/defl >999 >999 n/a 1449 L/d 240 180 n/a 360 PLATES MT20 Weight: 371 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17, 18, 19, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1332/0-6-0 (min. 0-2-11), 13=1246/0-6-0 (min. 0-2-9) Max Horz16=295(LC 7) Max Grav16=1713(LC 3), 13=1642(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1687/0, 3-4=-1361/22, 4-6=-660/35, 6-7=-703/69, 7-8=-703/69, 8-9=-660/35, 9-11=-1367/24, 11-12=-1682/0, 2-16=-1952/0, 12-13=-1886/0,4-5=-27/338, 9-10=-28/341 BOT CHORD 15-16=-276/279, 14-15=-1/1018 WEBS 5-15=-139/788, 3-5=-133/517, 4-17=-896/115, 17-19=-891/117, 18-19=-892/120, 9-18=-897/117, 10-14=-149/781, 10-11=-149/507, 2-15=0/1135, 12-14=0/1124, 7-19=-331/100, 6-19=-74/434, 8-19=-75/435 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT2 Truss Type ATTIC Qty 3 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:01 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9IWVHvMLXnkvv_17p1TYM2Nq6GaYmjkrcYz8DdyJwNO NOTES- (13) 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-17, 17-19, 18-19, 9-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-15 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT2A Truss Type ATTIC Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:02 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dU4tVFNzI5smX8cJNk_nvGw_agvgVA2_rCjhl3yJwNN Scale = 1:61.8 T1 T3 T4 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5 W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 5 10 16 15 14 13 17 19 18 5x6 5x6 3x10 3x10 5x6 10x10 5x8 5x6 10x10 5x6 5x6 3x6 3x66x10 2x4 5x8 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-7-4 1-3-6 8-7-8 2-0-4 13-6-8 4-11-0 18-5-8 4-11-0 20-5-12 2-0-4 21-9-2 1-3-6 22-4-4 0-7-2 27-1-0 4-8-12 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-2-11,0-0-0], [11:0-1-4,0-6-2], [14:0-3-8,0-7-0], [15:0-3-8,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 4-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.54 0.25 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.21 -0.29 0.01 -0.14 (loc) 14-15 14-15 13 14-15 l/defl >999 >999 n/a 1465 L/d 240 180 n/a 360 PLATES MT20 Weight: 764 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 *Except* W4: 2x6 SP No.1 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 2, 12, 17, 18, 19, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 16=2664/0-6-0 (min. 0-2-11), 13=2493/0-6-0 (min. 0-2-9) Max Horz16=591(LC 7) Max Grav16=3425(LC 3), 13=3283(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3380/0, 3-4=-2720/43, 4-6=-1311/84, 6-7=-1382/144, 7-8=-1382/144, 8-9=-1309/83, 9-11=-2732/47, 11-12=-3372/0, 2-16=-3913/0, 12-13=-3779/0, 4-5=-53/670, 9-10=-55/676 BOT CHORD 15-16=-552/558, 14-15=-1/2043 WEBS 5-15=-277/1581, 3-5=-264/1043, 4-17=-1844/238, 17-19=-1836/241, 18-19=-1838/246, 9-18=-1846/242, 10-14=-297/1566, 10-11=-295/1024, 2-15=0/2278, 12-14=0/2255, 7-19=-663/200, 6-19=-146/842, 8-19=-147/844 NOTES- (14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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. Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT2A Truss Type ATTIC Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:02 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dU4tVFNzI5smX8cJNk_nvGw_agvgVA2_rCjhl3yJwNN NOTES- (14) 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-17, 17-19, 18-19, 9-18 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-15 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT3 Truss Type ATTIC Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:03 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5heGibNb3O_d8IBWxSV0RTS7s4DZEaS83sSEHWyJwNM Scale = 1:61.1 T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5 W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 20 19 3x10 3x1010x10 10x10 2x4 2x4 5x10 2x4 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-6-6 1-2-8 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-3-0,0-2-1], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 8-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.70 0.34 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.28 -0.40 0.01 -0.19 (loc) 15-16 15-16 14 15-16 l/defl >999 >805 n/a 1087 L/d 240 180 n/a 360 PLATES MT20 Weight: 1125 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 2, 12, 18, 19, 20, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 17=5319/0-6-0 (min. 0-3-9), 14=5319/0-6-0 (min. 0-3-9) Max Horz17=-1229(LC 8) Max Grav17=6844(LC 3), 14=6844(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/411, 2-3=-6732/0, 3-4=-5433/99, 4-6=-2646/141, 6-7=-2822/275, 7-8=-2822/275, 8-9=-2646/140, 9-11=-5433/99, 11-12=-6730/0, 12-13=0/411, 2-17=-7794/0, 12-14=-7793/0, 4-5=-111/1351, 9-10=-111/1351 BOT CHORD 16-17=-1146/1197, 15-16=0/4120WEBS 5-16=-563/3146, 3-5=-538/2063, 4-18=-3577/476, 18-20=-3558/485, 19-20=-3558/484, 9-19=-3577/475, 10-15=-563/3146, 10-11=-538/2063, 2-16=0/4532, 12-15=0/4532, 6-18=0/370, 8-19=0/370, 7-20=-1322/401, 6-20=-299/1737, 8-20=-299/1737 NOTES- (14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 3 rows staggered at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT3 Truss Type ATTIC Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:03 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5heGibNb3O_d8IBWxSV0RTS7s4DZEaS83sSEHWyJwNM NOTES- (14) 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 5x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-20, 19-20, 9-19 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT4 Truss Type Attic Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:04 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ZtCewxOEqi6UmSliU90F_h?LQUbGz4WHIWCoqyyJwNL Scale = 1:61.1 T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5 W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 20 19 3x10 3x1010x10 10x10 2x4 2x4 5x10 2x4 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-6-6 1-2-8 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-3-0,0-2-1], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.46 0.24 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.21 -0.30 0.01 -0.15 (loc) 15-16 15-16 14 15-16 l/defl >999 >999 n/a 1450 L/d 240 180 n/a 360 PLATES MT20 Weight: 375 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 19, 20, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1330/0-6-0 (min. 0-2-11), 14=1330/0-6-0 (min. 0-2-11) Max Horz17=-307(LC 8) Max Grav17=1711(LC 3), 14=1711(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/0, 3-4=-1358/25, 4-6=-661/35, 6-7=-706/69, 7-8=-706/69, 8-9=-661/35, 9-11=-1358/25, 11-12=-1683/0, 2-17=-1949/0, 12-14=-1948/0,4-5=-28/338, 9-10=-28/338 BOT CHORD 16-17=-287/299, 15-16=0/1030 WEBS 5-16=-141/786, 3-5=-134/516, 4-18=-894/119, 18-20=-890/121, 19-20=-890/121, 9-19=-894/119, 10-15=-141/786, 10-11=-134/516, 2-16=0/1133, 12-15=0/1133, 7-20=-331/100, 6-20=-75/434, 8-20=-75/434 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT4 Truss Type Attic Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:04 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ZtCewxOEqi6UmSliU90F_h?LQUbGz4WHIWCoqyyJwNL NOTES- (13) 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-20, 19-20, 9-19 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT5 Truss Type ATTIC Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:05 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-13m07GPsb0ELOcKu2tYUXuYTYuw?iWxQXAxLMOyJwNK Scale = 1:61.8 T1 T2 T1 B1 W3 W4 W7 W1 W2 W1 W8 W5 W5W5 W6 W6 T3 1 2 3 4 5 6 7 8 10 11 12 9 16 15 14 13 17 19 18 5x6 5x6 3x10 3x10 3x4 10x10 2x4 8x8 10x10 5x6 5x6 2x4 2x4 5x10 2x4 5x6 6-4-12 6-4-12 22-4-4 15-11-8 27-1-0 4-8-12 -1-2-8 1-2-8 5-3-14 5-3-14 6-4-12 1-0-14 6-6-6 0-1-10 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-1-6,0-1-8], [5:0-2-12,0-0-12], [7:0-2-12,0-0-12], [9:0-2-1,0-1-12], [10:0-4-0,Edge], [10:0-2-11,0-0-0], [11:0-3-0,0-2-1], [14:0-3-8,0-7-12], [15:0-3-8,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 8-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.69 0.28 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.27 0.01 -0.13 (loc) 14-15 14-15 13 14-15 l/defl >999 >999 n/a 1527 L/d 240 180 n/a 360 PLATES MT20 Weight: 1127 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T2: 2x4 SP No.1, T3: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 5, 7, 2, 11, 17, 18, 19, 9 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 16=5248/0-6-0 (min. 0-3-6), 13=5299/0-6-0 (min. 0-3-8) Max Horz16=-1234(LC 8) Max Grav16=6458(LC 3), 13=6736(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/411, 2-3=-6326/0, 3-4=-3979/0, 4-5=-2689/110, 5-6=-2875/288, 6-7=-2875/288, 7-8=-2679/148, 8-10=-5268/132, 10-11=-6576/0, 11-12=0/411, 2-16=-6789/0, 11-13=-7620/0, 8-9=-140/1097 BOT CHORD 15-16=-1181/1246, 14-15=0/4054WEBS 3-15=-325/2827, 4-17=-2847/518, 17-19=-2830/527, 18-19=-3333/564, 8-18=-3352/555, 9-14=-632/2788, 9-10=-569/1902, 2-15=0/4178, 11-14=0/4466, 5-17=0/360, 7-18=0/369, 6-19=-1330/411, 5-19=-289/1668, 7-19=-223/1738 NOTES- (13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 3 rows staggered at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT5 Truss Type ATTIC Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:05 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-13m07GPsb0ELOcKu2tYUXuYTYuw?iWxQXAxLMOyJwNK NOTES- (13) 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (10.0 psf) on member(s). 3-4, 8-10, 4-17, 17-19, 18-19, 8-18 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-15 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT6 Truss Type Attic Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:06 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-VGKOLcQULJMC?lv4ca3j364gyHHOR2HamqhvuqyJwNJ Scale = 1:61.8 T1 T2 T1 B1 W3 W4 W7 W1 W2 W1 W8 W5 W5W5 W6 W6 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 18 17 5x6 5x6 3x10 3x10 3x4 10x10 2x4 2x4 2x4 10x10 5x6 5x6 2x4 2x45x10 2x4 6-4-12 6-4-12 22-4-4 15-11-8 27-1-0 4-8-12 -1-2-8 1-2-8 6-4-12 6-4-12 8-7-8 2-2-12 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-1-6,0-1-8], [5:0-2-12,0-0-12], [7:0-2-12,0-0-12], [10:0-3-0,0-2-1], [13:0-3-8,0-7-0], [14:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.52 0.20 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.14 -0.21 0.01 -0.10 (loc) 13-14 13-14 12 13-14 l/defl >999 >999 n/a 1998 L/d 240 180 n/a 360 PLATES MT20 Weight: 371 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T2: 2x4 SP No.1 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14 JOINTS 1 Brace at Jt(s): 16, 17, 18 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1312/0-6-0 (min. 0-2-9), 12=1325/0-6-0 (min. 0-2-10) Max Horz15=-309(LC 8) Max Grav15=1614(LC 3), 12=1684(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1577/0, 3-4=-992/0, 4-5=-678/28, 5-6=-729/72, 6-7=-729/72, 7-8=-685/40, 8-9=-1108/0, 9-10=-1638/0, 2-15=-1691/0, 10-12=-1898/0 BOT CHORD 14-15=-295/312, 13-14=0/1010 WEBS 3-14=-88/706, 4-16=-709/130, 16-18=-704/133, 17-18=-836/144, 8-17=-840/141, 9-13=-149/697, 2-14=0/1040, 10-13=0/1096, 6-18=-333/103, 5-18=-73/423, 7-18=-55/431 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT6 Truss Type Attic Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:07 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_StmYyQ66dU3dvUHAIaycJdrhhddAVWj_UQSQHyJwNI NOTES- (12) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (10.0 psf) on member(s). 3-4, 8-9, 4-16, 16-18, 17-18, 8-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT7 Truss Type Attic Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:08 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SeR9lIRktxcwF33Tj?5B8XA2J5nDvratD8A?zjyJwNH Scale = 1:61.0 T1 T2 T3 T4 B1 W1 W2 W3 B2 W8 B3 W5 W10 W9 W6 W6W7 W4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 6x6 6x6 5x5 4x8 12x12 2x4 4x6 2x4 12x14 M18SHS 4x4 2x4 2x4 5x6 4x5 4x5 6-7-12 6-7-12 11-8-12 5-1-0 23-4-4 11-7-8 28-9-0 5-4-12 -1-2-8 1-2-8 6-7-12 6-7-12 11-8-12 5-1-0 13-11-8 2-2-12 20-1-8 6-2-0 22-9-14 2-8-6 23-4-4 0-6-6 28-9-0 5-4-12 29-11-8 1-2-8 0-6-104-9-1013-4-014-3-13 3-3-413-4-08.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-6-12,0-0-4], [5:0-3-0,0-1-8], [9:0-3-0,0-2-1], [11:Edge,0-3-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.40 0.95 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.27 -0.56 0.03 -0.18 (loc) 13-14 13-14 11 12-13 l/defl >999 >607 n/a 743 L/d 240 180 n/a 360 PLATES MT20 M18SHS Weight: 309 lb FT = 0% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1 BOT CHORD 2x6 SP No.1 *Except* B2: 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-12 JOINTS 1 Brace at Jt(s): 16, 17 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1323/0-4-0 (min. 0-2-4), 11=1346/0-4-0 (min. 0-2-8) Max Horz2=313(LC 9) Max Grav2=1437(LC 23), 11=1605(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2083/0, 3-4=-1601/22, 4-5=-655/0, 5-6=-310/38, 6-7=-622/0, 7-8=-1048/22, 8-9=-1499/10, 9-11=-1752/0 BOT CHORD 2-14=0/1811, 13-14=0/1799, 12-13=0/1014 WEBS 3-14=-0/341, 3-13=-1014/137, 13-15=0/832, 4-15=0/835, 8-12=-26/462, 16-17=-530/145, 7-17=-733/133, 9-12=0/1186, 5-16=0/334, 6-17=0/270, 5-17=-310/45, 4-16=-655/124 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT7 Truss Type Attic Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:08 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SeR9lIRktxcwF33Tj?5B8XA2J5nDvratD8A?zjyJwNH NOTES- (13) 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (10.0 psf) on member(s). 7-8, 15-16, 16-17, 7-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-13 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT8 Truss Type Attic Qty 13 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:10 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-O1ZvA_T_PYseUNDsrQ7fEyFKIvdqNljAgSf61cyJwNF Scale = 1:61.1 T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5 W5W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 19 20 3x10 3x1010x10 10x10 2x4 5x10 2x4 2x4 4-6-4 4-6-4 22-6-12 18-0-8 27-1-0 4-6-4 -1-2-8 1-2-8 4-6-4 4-6-4 6-2-2 1-7-14 7-4-11 1-2-8 8-7-8 1-2-13 13-6-8 4-11-0 18-5-8 4-11-0 19-8-5 1-2-13 20-10-14 1-2-8 22-6-12 1-7-14 27-1-0 4-6-4 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-3-0,0-2-1], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.69 0.30 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.32 -0.45 0.01 -0.20 (loc) 15-16 15-16 14 15-16 l/defl >993 >711 n/a 1057 L/d 240 180 n/a 360 PLATES MT20 Weight: 370 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1334/0-6-0 (min. 0-2-11), 14=1334/0-6-0 (min. 0-2-11) Max Horz17=307(LC 9) Max Grav17=1728(LC 3), 14=1728(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1624/0, 3-4=-1422/44, 4-6=-588/56, 6-7=-787/111, 7-8=-787/111, 8-9=-588/56, 9-11=-1422/44, 11-12=-1623/0, 2-17=-1908/0, 12-14=-1907/0,4-5=-38/473, 9-10=-38/473 BOT CHORD 16-17=-282/301, 15-16=-0/958 WEBS 5-16=-159/758, 3-5=-161/389, 4-18=-1058/145, 18-19=-1050/148, 19-20=-1050/148, 9-20=-1058/145, 10-15=-159/758, 10-11=-161/389, 2-16=0/1056, 12-15=0/1056, 7-19=-325/99, 6-19=-101/583, 8-19=-101/583 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT8 Truss Type Attic Qty 13 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:10 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-O1ZvA_T_PYseUNDsrQ7fEyFKIvdqNljAgSf61cyJwNF NOTES- (13) 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-19, 19-20, 9-20 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss AT9 Truss Type ATTIC Qty 3 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:11 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-sD7HOKUdAs_V6Xo2P7fum9oW1IxZ6A5Jv6OgZ2yJwNE Scale = 1:61.8 T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5 W5W6 W6 T2 T2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 19 20 6x6 6x6 3x10 3x10 5x6 10x10 6x6 5x6 10x10 5x6 5x6 2x4 5x10 2x4 2x4 6x6 4-6-4 4-6-4 22-6-12 18-0-8 27-1-0 4-6-4 -1-2-8 1-2-8 4-6-4 4-6-4 6-2-2 1-7-14 7-4-11 1-2-8 8-7-8 1-2-13 13-6-8 4-11-0 18-5-8 4-11-0 19-8-5 1-2-13 20-10-14 1-2-8 22-6-12 1-7-14 27-1-0 4-6-4 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-1-8], [8:0-2-12,0-1-8], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-2-12,0-1-12], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 8-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.62 0.39 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.39 -0.55 0.01 -0.26 (loc) 15-16 15-16 14 15-16 l/defl >815 >584 n/a 847 L/d 240 180 n/a 360 PLATES MT20 Weight: 1111 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except*T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 2, 12, 18, 19, 20, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 17=5336/0-6-0 (min. 0-3-10), 14=5336/0-6-0 (min. 0-3-10) Max Horz17=-1229(LC 8) Max Grav17=6911(LC 3), 14=6911(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/411, 2-3=-6579/0, 3-4=-5564/150, 4-6=-2351/230, 6-7=-3134/448, 7-8=-3134/448, 8-9=-2351/229, 9-11=-5564/150, 11-12=-6577/0, 12-13=0/411, 2-17=-7739/0, 12-14=-7738/0, 4-5=-119/1675, 9-10=-119/1675 BOT CHORD 16-17=-1133/1197, 15-16=0/3888WEBS 5-16=-613/3120, 3-5=-628/1816, 4-18=-4347/593, 18-19=-4315/606, 19-20=-4315/605, 9-20=-4347/592, 10-15=-613/3120, 10-11=-628/1816, 2-16=0/4298, 12-15=0/4299, 6-18=0/436, 7-19=-1295/398, 8-20=0/436, 6-19=-413/2325, 8-19=-413/2325 NOTES- (13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 3 rows staggered at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss AT9 Truss Type ATTIC Qty 3 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:11 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-sD7HOKUdAs_V6Xo2P7fum9oW1IxZ6A5Jv6OgZ2yJwNE NOTES- (13) 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-19, 19-20, 9-20 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss F1 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:13 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ocF2p0VtiTFCLqyRWYhMraty46cQa9bcNQtmewyJwNC Scale = 1:23.6 W1 T1 W1 B1 W2 W1 W2 W1 W2 1 2 3 4 8 7 6 59 10 11 12 13 14 2x4 2x4 8x10 4x6 2x4 3x10 4x5 4x10 4-11-9 4-11-9 9-9-7 4-9-13 14-9-0 4-11-9 4-11-9 4-11-9 9-9-7 4-9-13 14-9-0 4-11-9 4-9-0LOADING (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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.20 0.50 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=2966/0-4-0 (min. 0-2-5), 5=3441/Mechanical Max Horz8=-124(LC 6) Max Uplift8=-186(LC 6), 5=-207(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2482/182, 1-2=-2622/160, 2-3=-2622/160 BOT CHORD 7-11=-194/2626, 11-12=-194/2626, 6-12=-194/2626, 6-13=-194/2626, 13-14=-194/2626, 5-14=-194/2626 WEBS 1-7=-217/3489, 2-7=-295/103, 3-6=-43/2049, 3-5=-3492/219 NOTES- (12)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: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 8 and 207 lb uplift at joint 5.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss F1 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:13 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ocF2p0VtiTFCLqyRWYhMraty46cQa9bcNQtmewyJwNC NOTES- (12) 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 749 lb down and 46 lb up at 2-0-12, 749 lb down and 46 lb up at 4-0-12, 749 lb down and 46 lb up at 6-0-12, 749 lb down and 46 lb up at 8-0-12, 751 lb down and 47 lb up at 10-0-12, and 749 lb down and 46 lb up at 12-0-12, and 754 lb down and 42 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-4=-60, 5-8=-20Concentrated Loads (lb) Vert: 6=-751(B) 9=-749(B) 10=-749(B) 11=-749(B) 12=-749(B) 13=-749(B) 14=-754(B) 12/31/19 Mike Sheeks Job B19-10008 Truss F2 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:14 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-GooQ0LWVTnN3z_Wd4GCbOoQ8lW1ZJePlb4dKANyJwNB Scale = 1:38.2 W1 T1 W1 B1 W2 W1 W2 W1 W2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 2x4 2x4 4x10 4x6 2x4 2x4 4x5 4x10 4-11-7 4-11-7 9-9-1 4-9-11 14-8-8 4-11-7 4-11-7 4-11-7 9-9-1 4-9-11 14-8-8 4-11-7 8-1-13LOADING (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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.14 0.18 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 5-6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8, 4-5 REACTIONS. (lb/size) 8=1445/0-4-0 (min. 0-1-8), 5=1492/Mechanical Max Horz8=-220(LC 6) Max Uplift8=-485(LC 6), 5=-668(LC 7) Max Grav8=1445(LC 1), 5=1563(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1239/431, 1-2=-704/242, 2-3=-704/242 BOT CHORD 7-11=-324/704, 11-12=-324/704, 6-12=-324/704, 6-13=-324/704, 13-14=-324/704, 14-15=-324/704, 5-15=-324/704 WEBS 1-7=-471/1311, 2-7=-305/109, 3-6=-348/873, 3-5=-1285/515 NOTES- (12) 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: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss F2 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:14 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-GooQ0LWVTnN3z_Wd4GCbOoQ8lW1ZJePlb4dKANyJwNB NOTES- (12) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 8 and 668 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 120 lb up at 2-0-12, 316 lb down and 120 lb up at 4-0-12, 316 lb down and 120 lb up at 6-0-12, 316 lb down and 120 lb up at 8-0-12, 280 lb down and 175 lb up at 10-0-12, and 280 lb down and 175 lb up at 12-0-12, and 285 lb down and 170 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-288(F) 10=-288(F) 11=-288(F) 12=-288(F) 13=-208(F) 14=-208(F) 15=-213(F) 12/31/19 Mike Sheeks Job B19-10008 Truss F3 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:15 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-l_MoDhX7E4Vwb85pezjqx?yJuwMZ2BmvqkMtipyJwNA Scale = 1:36.1 W1 T1 W1 B1 W2 1 2 4 35 2x4 2x4 4x5 4x5 3-9-0 3-9-0 3-9-0 3-9-0 7-9-5LOADING (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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.18 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=297/Mechanical, 3=309/Mechanical Max Horz4=-210(LC 6) Max Uplift4=-278(LC 6), 3=-281(LC 7) Max Grav4=422(LC 37), 3=434(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-227/256 NOTES- (12) 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: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 4 and 281 lb uplift at joint 3. 9) This trussis designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss F3 Truss Type Flat Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:15 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-l_MoDhX7E4Vwb85pezjqx?yJuwMZ2BmvqkMtipyJwNA NOTES- (12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 333 lb down and 97 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb)Vert: 5=-330(F) 12/31/19 Mike Sheeks Job B19-10008 Truss GE1 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:16 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-DBwAR1Xl?OdnCIg?BhE3TDVOOJh4nWV23N6QFFyJwN9 Scale = 1:63.1 T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5W5W6 W6 T2 T2 ST9 ST7 ST8 ST6 ST5 ST4 ST3ST1 ST2 ST9 ST7 ST8 ST6 ST5 ST4 ST3 ST1 ST2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 20 19 5x6 5x6 3x10 3x10 5x6 10x10 5x6 5x6 10x10 5x6 5x6 5x10 5x6 3x6 3x6 4-8-12 4-8-12 22-4-4 17-7-8 27-1-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 5-3-14 0-7-2 6-6-6 1-2-8 8-7-8 2-1-2 13-6-8 4-11-0 18-5-8 4-11-0 20-6-10 2-1-2 21-9-2 1-2-8 22-4-4 0-7-2 27-1-0 4-8-12 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-3-0,0-2-1], [15:0-0-3,0-2-8], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0], [16:0-0-3,0-2-8], [33:0-1-13,0-1-0], [50:0-1-13,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.46 0.24 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.21 -0.30 0.01 -0.15 (loc) 15-16 15-16 14 15-16 l/defl >999 >999 n/a 1450 L/d 240 180 n/a 360 PLATES MT20 Weight: 441 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except* T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 19, 20, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1330/0-6-0 (min. 0-2-11), 14=1330/0-6-0 (min. 0-2-11) Max Horz17=-307(LC 8) Max Grav17=1711(LC 3), 14=1711(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/0, 3-4=-1358/25, 4-6=-661/35, 6-7=-706/69, 7-8=-706/69, 8-9=-661/35, 9-11=-1358/25, 11-12=-1683/0, 2-17=-1949/0, 12-14=-1948/0,4-5=-28/338, 9-10=-28/338 BOT CHORD 16-17=-287/299, 15-16=0/1030 WEBS 5-16=-141/786, 3-5=-134/516, 4-18=-894/119, 18-20=-890/121, 19-20=-890/121, 9-19=-894/119, 10-15=-141/786, 10-11=-134/516, 2-16=0/1133, 12-15=0/1133, 7-20=-331/100, 6-20=-75/434, 8-20=-75/434 NOTES- (15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE1 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:16 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-DBwAR1Xl?OdnCIg?BhE3TDVOOJh4nWV23N6QFFyJwN9 NOTES- (15) 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-20, 19-20, 9-19 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE2 Truss Type GABLE Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:17 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hNUYeNYNmileqSFClOlI0Q2gij4sW4dCH1r_niyJwN8 Scale = 1:29.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x5 3x5 3x5 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 5-8-130-1-12 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-10-0. (lb) - Max Horz1=-111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 13, 14, 11, 10 except 1=-122(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 1, 9, 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 13, 14, 11, 10 except (jt=lb) 1=122. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE3 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:19 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dmcJ33aeIJ?M3lPatpom5r7?wXm__zKUlLK5sayJwN6 Scale = 1:69.7 T1 T1 B1 W3W3 W4 W5 W1 W2 W1 W2 ST7 ST5 ST6 ST3 ST4 ST1 ST2 ST7 ST5 ST6 ST3 ST4 ST1 ST2 1 2 3 4 5 6 7 8 9 13 12 11 10 14 5x5 3x10 3x1010x10 10x10 4x4 4x4 5x6 5x6 3x6 3x6 3x6 3x6 3x6 3x6 4-8-12 4-8-12 10-0-4 5-3-8 14-9-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 7-4-8 2-7-12 10-0-4 2-7-12 14-9-0 4-8-12 15-11-8 1-2-8 5-1-013-8-45-1-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [4:0-1-3,0-2-0], [6:0-1-3,0-2-0], [8:0-3-0,0-2-1], [11:0-3-8,0-7-0], [12:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.12 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 286 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-12 JOINTS 1 Brace at Jt(s): 14 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=720/0-6-0 (min. 0-1-8), 10=720/0-6-0 (min. 0-1-8) Max Horz13=-327(LC 8) Max Grav13=857(LC 24), 10=857(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/122, 3-4=-345/72, 6-7=-345/72, 7-8=-571/121, 2-13=-857/59, 8-10=-856/59 BOT CHORD 12-13=-310/285, 11-12=-71/374 WEBS 2-12=-64/492, 8-11=-64/491 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE3 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:19 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dmcJ33aeIJ?M3lPatpom5r7?wXm__zKUlLK5sayJwN6 NOTES- (13) 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (10.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-12 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE4 Truss Type GABLE Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:20 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5yAhHPbG2d7Dhv_nQWJ?e3f5Px15jIme_?4eO0yJwN5 Scale = 1:52.5 T1 T2 T3 B1 W1 W2 W3 W4 W5 B2 HW2 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 11 10 9 29 30 31 32 8 5x5 8x8 4x5 3x64x5 4x10 6x6 5x8 7-0-2 7-0-2 13-6-8 6-6-6 20-10-5 7-3-13 22-6-8 1-8-3 -1-2-8 1-2-8 4-6-9 4-6-9 8-7-5 4-0-12 13-6-8 4-11-3 17-2-7 3-7-15 20-10-5 3-7-15 22-6-8 1-8-3 0-4-143-11-15 9-8-1511-3-13 0-9-131-6-14 0-9-15.00 12 14.00 12 Plate Offsets (X,Y)-- [5:0-2-14,Edge], [7:0-4-12,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.39 0.37 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.20 0.11 (loc) 9-11 9-28 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except*T3: 2x10 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=906/0-4-0 (min. 0-1-8), 2=973/0-4-0 (min. 0-1-8) Max Horz2=223(LC 11) Max Uplift2=-37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-29=-1777/37, 3-29=-1696/53, 3-4=-1558/27, 4-30=-925/82, 30-31=-782/89, 5-31=-767/105, 5-32=-773/118, 6-32=-939/91, 6-7=-1032/74, 7-8=-677/30 BOT CHORD 2-11=-106/1596, 10-11=-44/1279, 9-10=-44/1279, 7-9=0/789 WEBS 3-11=-340/90, 4-11=0/349, 4-9=-939/143, 5-9=-55/1015, 6-9=-440/150 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE4 Truss Type GABLE Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:20 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5yAhHPbG2d7Dhv_nQWJ?e3f5Px15jIme_?4eO0yJwN5 NOTES- (13) 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE5 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:22 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-1LHRi4cWaENxwD89YxLTjUlUJkjGBGlxRJZlSvyJwN3 Scale = 1:67.7 T1 T2 T3 T4 B1 W1 W2 W3 W7 W4 W9W8 W5 W5 W5 W6 W6 B2 ST18 ST16 ST17 ST15 ST14ST12 ST13 ST10 ST11 ST9 ST8 ST7 ST5 ST6 ST3 ST4ST2 ST1 ST19 ST20 ST21 ST22 ST23 1 2 3 4 5 6 7 8 9 10 11 12 23 22 20 19 18 17 15 14 13 24 26 25 21 16 6x6 5x6 5x6 6x8 10x10 3x10 8x8 8x8 6x6 3x10 5x6 5x10 3x6 3x6 3x6 3x6 3x6 3x6 6-7-12 6-7-12 11-8-12 5-1-0 27-8-4 15-11-8 32-5-0 4-8-12 -1-2-8 1-2-8 6-7-12 6-7-12 11-8-12 5-1-0 13-11-8 2-2-12 18-10-8 4-11-0 23-9-8 4-11-0 25-10-10 2-1-2 27-1-2 1-2-8 27-8-4 0-7-2 32-5-0 4-8-12 33-7-8 1-2-8 0-6-104-9-1013-4-014-3-13 3-3-413-4-08.00 12 14.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-3-0], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [11:0-3-0,0-2-1], [17:0-3-8,0-4-0], [19:0-3-8,0-4-0], [26:0-1-8,0-1-0], [59:0-1-13,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.24 0.26 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.10 -0.15 0.00 -0.08 (loc) 17-19 17-19 13 17-19 l/defl >999 >999 n/a 2428 L/d 240 180 n/a 360 PLATES MT20 Weight: 495 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except*T3: 2x4 SP No.1 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 4-19 JOINTS 1 Brace at Jt(s): 24, 25, 26 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-10-0 except (jt=length) 13=4-0-0, 15=4-0-0, 14=4-0-0, 21=0-10-10 (input: 0-3-8), 16=0-3-12 (input: 0-3-8). (lb) - Max Horz2=306(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 13, 23 except 2=-164(LC 17), 22=-5237(LC 19), 15=-2692(LC 17), 21=-163(LC 10), 16=-155(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22 except 2=253(LC 1), 13=917(LC 1), 23=591(LC 19), 14=1514(LC 17), 21=6786(LC 19), 16=2382(LC17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-219/599, 3-4=-1023/63, 4-5=-773/0, 5-6=-690/27, 6-7=-746/66, 7-8=-746/66, 8-9=-695/34, 9-10=-857/0, 10-11=-1012/25, 11-13=-1184/0 BOT CHORD 2-23=-441/115, 22-23=-441/115, 21-22=-441/115, 20-21=-441/115, 19-20=-380/145, 18-19=-28/631, 17-18=-28/631 WEBS 3-20=-1819/0, 3-19=0/1062, 4-19=-259/162, 10-17=-311/212, 5-24=-279/84, 24-26=-270/86, 25-26=-305/93, 9-25=-310/91, 11-17=-19/724, 7-26=-332/103, 6-26=-59/435, 8-26=-56/413 NOTES- (18) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE5 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:22 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-1LHRi4cWaENxwD89YxLTjUlUJkjGBGlxRJZlSvyJwN3 NOTES- (18) 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (10.0 psf) on member(s). 3-4, 4-5, 9-10, 5-24, 24-26, 25-26, 9-2511) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 17-1912) WARNING: Required bearing size at joint(s) 21, 16 greater than input bearing size. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 23 except (jt=lb) 2=164, 22=5237, 15=2692, 21=163, 16=155. 14) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 17) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE6 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:23 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WXrpvQd8LYVoYNiM6fsiFhHY083swdx4gzII?LyJwN2 Scale: 3/16"=1' T1 T3 T1 B1 W3 W4 W3 W1 W2 W1 W2 W5 W5 W5 W6 W6 T2 T2 ST8 ST7 ST6ST5 ST4 ST3ST1 ST2 ST8 ST7 ST6 ST5 ST4 ST3 ST1 ST2 1 2 3 4 6 7 8 9 11 12 13 5 10 17 16 15 14 18 19 20 5x6 5x6 3x10 3x10 5x6 10x10 3x10 5x6 5x6 10x10 3x10 5x6 5x6 5x10 5x6 3x6 3x6 4-6-4 4-6-4 22-6-12 18-0-8 27-1-0 4-6-4 -1-2-8 1-2-8 4-6-4 4-6-4 6-2-2 1-7-14 7-4-11 1-2-8 8-7-8 1-2-13 13-6-8 4-11-0 18-5-8 4-11-0 19-8-5 1-2-13 20-10-14 1-2-8 22-6-12 1-7-14 27-1-0 4-6-4 28-3-8 1-2-8 3-3-413-4-03-3-413-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-2-11,0-0-0], [5:0-2-1,0-1-12], [6:0-2-12,0-0-12], [8:0-2-12,0-0-12], [10:0-2-1,0-1-12], [11:0-1-4,0-6-2], [11:0-2-11,0-0-0], [12:0-3-0,0-2-1], [15:0-5-0,0-0-4], [15:0-3-8,0-7-0], [16:0-3-8,0-7-0], [16:0-5-0,0-0-4], [32:0-1-13,0-1-0], [48:0-1-13,0-1-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.69 0.30 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.32 -0.45 0.01 -0.20 (loc) 15-16 15-16 14 15-16 l/defl >993 >711 n/a 1057 L/d 240 180 n/a 360 PLATES MT20 Weight: 424 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1 *Except* T3: 2x4 SP No.1, T2: 2x4 SP No.2 BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 5, 10 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1334/0-6-0 (min. 0-2-11), 14=1334/0-6-0 (min. 0-2-11) Max Horz17=307(LC 9) Max Grav17=1728(LC 3), 14=1728(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1624/0, 3-4=-1422/44, 4-6=-588/56, 6-7=-787/111, 7-8=-787/111, 8-9=-588/56, 9-11=-1422/44, 11-12=-1623/0, 2-17=-1908/0, 12-14=-1907/0,4-5=-38/473, 9-10=-38/473 BOT CHORD 16-17=-282/301, 15-16=-0/958 WEBS 5-16=-159/758, 3-5=-161/389, 4-18=-1058/145, 18-19=-1050/148, 19-20=-1050/148, 9-20=-1058/145, 10-15=-159/758, 10-11=-161/389, 2-16=0/1056, 12-15=0/1056, 7-19=-325/99, 6-19=-101/583, 8-19=-101/583 NOTES- (15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE6 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:23 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WXrpvQd8LYVoYNiM6fsiFhHY083swdx4gzII?LyJwN2 NOTES- (15) 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Ceiling dead load (10.0 psf) on member(s). 3-4, 9-11, 4-18, 18-19, 19-20, 9-20 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE7 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:25 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SwzaK6ePt9lVngskD4vAL6Nz1yoCOfUN7HnP3EyJwN0 Scale = 1:57.9 T1 T2 T3 B1 W1 W2 W3 W3 W2 HW1 W5W4 ST20 ST21 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST22 ST23 B21 2 3 4 5 6 7 8 22 21 20 19 18 17 16 15 14 13 12 11 10 9 4x5 4x5 5x6 4x10 4x4 3x6 4x10 4x5 4x10 3x4 3x4 9-3-10 9-3-10 18-11-3 9-7-9 21-2-8 2-3-5 -1-2-8 1-2-8 4-9-9 4-9-9 9-3-10 4-6-1 14-1-7 4-9-12 18-11-3 4-9-12 21-2-8 2-3-5 1-0-011-10-4 12-8-99-2-611-10-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [11:0-1-15,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.33 0.11 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 10 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 358 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 6-10, 7-10, 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-3-8 except (jt=length) 9=Mechanical, 12=0-3-8, 12=0-3-8. (lb) - Max Horz2=329(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 13, 21 except 16=-125(LC 7), 22=-135(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 17, 18, 19, 20, 21, 22, 12, 12 except 2=347(LC 19), 16=697(LC 1), 9=398(LC 27), 2=323(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 8-9=-374/66 WEBS 5-16=-263/77, 6-16=-283/123, 8-10=-123/256 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE7 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:25 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SwzaK6ePt9lVngskD4vAL6Nz1yoCOfUN7HnP3EyJwN0 NOTES- (14) 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 13, 21, 2 except (jt=lb) 16=125, 22=135. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE8 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:27 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-OI5KlogfPm?D1_07LUxeQXSODlVDsc7gbbGW86yJwN_ Scale = 1:29.0 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x5 3x5 3x5 9-7-9 9-7-9 4-9-12 4-9-12 9-7-9 4-9-12 5-7-60-1-12 14.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-7-9. (lb) - Max Horz1=-109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 13, 14, 11, 10 except 1=-115(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 1, 9, 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 13, 14, 11, 10 except (jt=lb) 1=115. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE9 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:28 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-sVfiy8hHA484e8bJuCStyl?XS9qmb23ppF03fZyJwMz Scale: 3/16"=1' T1 T2 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 4x5 4x5 4x5 20-0-0 20-0-0 -1-2-8 1-2-8 10-0-0 10-0-0 20-0-0 10-0-0 0-6-012-2-013-6-50-6-014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.06 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 208 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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 10-26, 9-27, 8-28, 11-25, 12-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-11-0. (lb) - Max Horz2=255(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 19 except 18=-161(LC 9), 2=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 19 except 18=552(LC 35), 2=261(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/216, 3-4=-319/201, 16-17=-287/152, 17-18=-371/185 NOTES- (14)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 19 except (jt=lb) 18=161, 2=105. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE9 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:28 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-sVfiy8hHA484e8bJuCStyl?XS9qmb23ppF03fZyJwMz NOTES- (14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 414 lb down and 24 lb up at 20-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 10-18=-60, 2-18=-20 Concentrated Loads (lb)Vert: 18=-413(F) 12/31/19 Mike Sheeks Job B19-10008 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:29 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-KhC5AUivxOGxGIAVSvz6VyXieZ97KT9z2vldB?yJwMy Scale = 1:63.3 W1 T1 T1 W1B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3635 34 33 32 31 30 29 28 27 26 25 24 23 22 2120 3x4 3x4 4x5 3x4 3x4 20-0-0 20-0-0 -1-2-8 1-2-8 10-0-0 10-0-0 20-0-0 10-0-0 21-2-8 1-2-8 1-0-012-8-013-6-51-0-014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.12 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 224 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 8-30, 11-27, 12-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb) - Max Horz36=-287(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except 36=-309(LC 8), 20=-238(LC 9), 35=-344(LC 10), 21=-322(LC 11) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22, 21 except 36=477(LC 10), 20=440(LC 11), 28=300(LC 11), 35=274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-287/178, 2-3=-352/258, 17-18=-324/205, 18-20=-259/134WEBS 10-28=-284/19 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:30 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-otmTNqiXihOouRli0dUL2A4tOzVM3wP6HZVAjRyJwMx NOTES- (13) 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22 except (jt=lb) 36=309, 20=238, 35=344, 21=322. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:31 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-H3Kra9j9T?WfVbKuaK?aaNd2EMrAoP_FVDEjGuyJwMw Scale = 1:56.8 W1 T1 T1 W1B1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 27 26 25 24 4x8 4x5 4x8 3x6 24-11-0 24-11-0 -1-2-8 1-2-8 12-5-8 12-5-8 24-11-0 12-5-8 26-1-8 1-2-8 0-10-411-2-13 11-9-4 0-10-410.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [22:0-1-7,0-1-12], [22:Edge,0-3-8], [24:0-0-0,0-1-12], [45:0-0-0,0-1-12] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 23 23 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 245 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-35, 11-36, 10-37, 13-34, 14-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-11-0. (lb) - Max Horz45=-239(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 38, 39, 40, 41, 42, 43, 34, 33, 32, 31, 30, 28, 27, 26 except 45=-273(LC 8), 24=-156(LC 9), 44=-325(LC 10), 25=-279(LC 11) Max Grav All reactions 250 lb or less at joint(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 34, 33, 32, 31, 30, 28, 27, 26, 25 except 45=424(LC 7), 24=350(LC 11), 44=263(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-45=-312/143, 2-3=-266/194, 22-24=-312/81 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:31 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-H3Kra9j9T?WfVbKuaK?aaNd2EMrAoP_FVDEjGuyJwMw NOTES- (13) 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 38, 39, 40, 41, 42, 43, 34, 33, 32, 31, 30, 28, 27, 26 except (jt=lb) 45=273, 24=156, 44=325, 25=279. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE12 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:32 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-lGuDoVkoEJeW7lu472Xp7b95Em42Xn8Pkt_HoKyJwMv Scale = 1:82.2 T2 T3 B1 W1 W2 W3 W4 HW1 W5 T1 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9 ST7ST5 ST6 ST4ST3 ST2 ST1 1 2 3 4 5 6 78 11 10 9 4x5 3x5 4x8 4x4 3x54x5 4x5 6x6 5x5 9-3-13 9-3-13 18-4-2 9-0-5 19-0-0 0-7-14 -1-2-8 1-2-8 6-3-11 6-3-11 12-3-15 6-0-3 18-4-2 6-0-3 19-0-0 0-7-14 0-10-416-1-11 16-8-215-7-310.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-4], [5:0-2-8,0-3-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.59 0.55 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.03 (loc) 10-11 10-11 2 l/defl >999 >603 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* W5: 2x6 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 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. WEBS 1 Row at midpt 6-10, 7-10 2 Rows at 1/3 pts 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=826/0-4-0 (min. 0-1-8), 9=748/0-4-0 (min. 0-1-8) Max Horz2=471(LC 9) Max Uplift9=-155(LC 10) Max Grav2=826(LC 1), 9=816(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-599/0, 3-4=-736/0, 4-5=-727/18, 5-6=-551/60, 6-7=-306/168, 7-8=-538/277, 8-9=-640/292 BOT CHORD 2-11=-171/650, 10-11=-133/371 WEBS 4-11=-302/194, 6-11=-78/518, 6-10=-629/237, 7-10=-346/750 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE12 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:32 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-lGuDoVkoEJeW7lu472Xp7b95Em42Xn8Pkt_HoKyJwMv NOTES- (11) 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=155. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE13 Truss Type Common Supported Gable Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:33 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-DSSb?rlQ?cmNlvTHhl22foiNdAXcGJaYzXjqKmyJwMu Scale = 1:45.8 W1 T1 T1 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x5 3x4 14-9-0 14-9-0 -1-2-8 1-2-8 7-4-8 7-4-8 14-9-0 7-4-8 15-11-8 1-2-8 1-0-09-7-410-5-91-0-014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.08 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 142 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-9-0. (lb) - Max Horz28=-225(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-195(LC 8), 16=-151(LC 7), 27=-228(LC 10), 17=-215(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=310(LC 7), 16=272(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=195, 16=151, 27=228, 17=215. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE13 Truss Type Common Supported Gable Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:34 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-he0_DBl2lwuEM32TFTZHC0FYNasr?mqiCBTNsDyJwMt LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE14 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:35 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9raMQXmgWD05_DdfpA4WkDnku_DbkBOrQrCxPfyJwMs Scale = 1:43.9 T1 T2 T3 W1 B1 B2 B3 ST10 ST9 ST8 ST7 ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 365x5 4x5 4x5 4x5 6-9-0 6-9-0 19-6-0 12-9-0 -1-2-8 1-2-8 6-9-0 6-9-0 10-1-13 3-4-13 14-5-0 4-3-4 19-6-0 5-1-0 0-4-145-7-109-2-51-0-04-11-8 1-0-05.00 12 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.05 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 172 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*B2: 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. WEBS 1 Row at midpt 13-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-6-0. (lb) - Max Horz2=230(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 18, 2, 29, 28, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 18, 2, 29, 28, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 21, 20, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (15)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 2, 29, 28, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 21, 20, 19.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE14 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:35 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9raMQXmgWD05_DdfpA4WkDnku_DbkBOrQrCxPfyJwMs NOTES- (15) 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 30, 31, 32, 33. 14) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE15 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:36 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-d18ketnIHX8ycMCrMtblHRKv9NYXTfZ_fVyUx5yJwMr Scale = 1:42.3 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST11 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 4x5 14-0-0 14-0-0 7-0-0 7-0-0 14-0-0 7-0-0 1-0-09-2-01-0-014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. WEBS 1 Row at midpt 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-0-0. (lb) - Max Horz22=184(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 18, 19, 20, 16, 15, 14 except 22=-116(LC 8), 21=-161(LC 10), 13=-157(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 12, 18, 19, 20, 21, 16, 15, 14, 13 except 17=252(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18, 19, 20, 16, 15, 14 except (jt=lb) 22=116, 21=161, 13=157. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss GE16 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:37 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5Dh6rDow2rGpDWn2wb6_qetzenrrC6e8u9h2TXyJwMq Scale: 1/4"=1' W1 T1 T2 W2 B1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x8 M18SHS 4x5 4x5 3x4 8-0-0 8-0-0 7-0-0 7-0-0 8-0-0 1-0-0 3-4-59-2-58-4-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.55 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 M18SHS Weight: 92 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. WEBS 1 Row at midpt 7-8, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-0-0. (lb) - Max Horz14=250(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12 except 14=-347(LC 8), 8=-121(LC 7), 13=-536(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12 except 14=525(LC 7), 13=490(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-289/185, 1-2=-290/205 WEBS 2-13=-227/253 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss GE16 Truss Type Common Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:37 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5Dh6rDow2rGpDWn2wb6_qetzenrrC6e8u9h2TXyJwMq NOTES- (13) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12 except (jt=lb) 14=347, 8=121, 13=536. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss H1 Truss Type Monopitch Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:38 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ZQFU2ZoYp8OfrgMEUIeDMsP7uB7wxVxH6pRb?_yJwMp Scale = 1:68.8 T2 W4 B1 W1 W2 W3 T1 HW11 2 3 4 5 6 8 7 3x4 4x5 4x5 2x4 4x5 4x6 3x6 8-9-9 8-9-9 17-9-0 8-11-7 -1-2-8 1-2-8 5-10-15 5-10-15 11-8-4 5-9-4 17-9-0 6-0-12 0-6-1115-4-316-2-210.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-13], [2:0-1-6,0-4-7] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.58 0.52 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.01 (loc) 7-8 7-8 2 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* W4: 2x6 SP No.2 WEDGE Left: 2x4 SP No.2 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. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=776/0-6-0 (min. 0-1-8), 7=698/Mechanical Max Horz2=448(LC 9) Max Uplift7=-151(LC 10) Max Grav2=776(LC 1), 7=768(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-854/0, 3-4=-713/2, 4-5=-618/42, 5-6=-272/160 BOT CHORD 2-8=-145/629, 7-8=-123/345 WEBS 3-8=-300/179, 5-8=-63/513, 5-7=-588/213 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 7=151. 7) This trussis designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss H1 Truss Type Monopitch Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:38 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ZQFU2ZoYp8OfrgMEUIeDMsP7uB7wxVxH6pRb?_yJwMp LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss H2 Truss Type Monopitch Girder Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:39 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-2cptGupBaSWWTqxQ209Sv3yOLba7gx?RLSA8YQyJwMo Scale = 1:68.8 T2 W7 B1 W1 W2 W3 W4 W5 W6 T1 1 2 3 4 5 6 7 11 10 9 8 3x6 2x4 4x6 4x5 4x5 2x4 4x5 4x5 4x5 4x5 4-7-7 4-7-7 8-10-13 4-3-6 13-2-2 4-3-6 17-9-0 4-6-14 -1-2-8 1-2-8 4-7-7 4-7-7 8-10-13 4-3-6 13-2-2 4-3-6 17-9-0 4-6-14 0-6-1115-4-316-2-210.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.07 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 365 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 *Except* W7: 2x6 SP No.2 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. WEBS 1 Row at midpt 7-8 REACTIONS. (lb/size) 8=839/Mechanical, 2=913/0-6-0 (min. 0-1-8) Max Horz2=447(LC 9) Max Uplift8=-297(LC 10), 2=-119(LC 10) Max Grav8=958(LC 36), 2=931(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/165, 3-4=-973/188, 4-5=-905/218, 5-6=-573/169 BOT CHORD 2-11=-306/903, 10-11=-306/903, 9-10=-287/694, 8-9=-162/341 WEBS 3-10=-295/114, 5-10=-288/657, 5-9=-716/357, 6-9=-311/688, 6-8=-811/378 NOTES- (11) 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This trusshas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss H2 Truss Type Monopitch Girder Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:39 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-2cptGupBaSWWTqxQ209Sv3yOLba7gx?RLSA8YQyJwMo NOTES- (11) 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) except (jt=lb) 8=297, 2=119. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 298 lb up at 8-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-7=-60, 8-12=-20Concentrated Loads (lb) Vert: 10=-277(F) 12/31/19 Mike Sheeks Job B19-10008 Truss H3 Truss Type Monopitch Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:40 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WoNFTEqpLmeN4_WdbjgiRHUUW?q9PQkaa6wi4syJwMn Scale = 1:61.5 T2 W3 B1 W1 W2T1 HW1 1 2 3 4 5 6 8 7 3x6 3x4 4x5 4x4 4x5 2x4 4x6 7-9-9 7-9-9 15-9-0 7-11-7 -1-2-8 1-2-8 7-9-9 7-9-9 15-9-0 7-11-7 0-6-1113-8-314-6-210.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.57 0.41 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.02 (loc) 7-8 7-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 *Except* W3: 2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0 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. WEBS 1 Row at midpt 6-7, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=703/0-6-0 (min. 0-1-8), 7=607/Mechanical Max Horz2=400(LC 9) Max Uplift7=-134(LC 10) Max Grav2=703(LC 1), 7=670(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/0, 3-4=-505/5, 4-5=-302/104 BOT CHORD 2-8=-122/477, 7-8=-122/477 WEBS 4-8=0/345, 4-7=-568/203 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 7=134. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss J1 Truss Type Jack-Closed Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:41 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_?xdharR63mEi85p9RBx_U1ibO9w8vnkpmfFcJyJwMm Scale = 1:37.0 T1 W2 B1 W1 HW1 1 2 3 4 5 7 6 2x4 5x5 4x5 2x4 -1-2-8 1-2-8 4-3-1 4-3-1 8-8-0 4-4-15 0-6-117-9-58-7-510.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.36 0.50 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.02 (loc) 7-10 7-10 2 l/defl >640 >256 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 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. (lb/size) 2=416/0-6-0 (min. 0-1-8), 7=350/Mechanical Max Horz2=228(LC 9) Max Uplift7=-77(LC 10) Max Grav2=416(LC 2), 7=385(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/44WEBS 3-7=-276/135 NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss M1 Truss Type Monopitch Qty 6 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:41 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_?xdharR63mEi85p9RBx_U1hrOEE8wykpmfFcJyJwMm Scale = 1:39.3 T1 W3 B1 W1 W2 1 2 3 5 4 2x4 2x4 4x5 4x6 -1-2-8 1-2-8 4-6-8 4-6-8 3-3-48-6-1314.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.41 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=264/0-6-0 (min. 0-1-8), 4=157/Mechanical Max Horz5=253(LC 7) Max Uplift5=-84(LC 6), 4=-218(LC 7) Max Grav5=373(LC 19), 4=277(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-331/109 NOTES- (8)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 5 except (jt=lb) 4=218. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss M2 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:42 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SBV?uws3tNu5KHf?j8iAXiax1ochtO9t1QPp9lyJwMl Scale = 1:21.7 T1 W1 B1 ST3 ST2 ST1 1 2 3 4 5 6 10 9 8 73x5 -1-2-8 1-2-8 5-10-0 5-10-0 0-4-74-3-25-0-98.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 36 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 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 5-10-0. (lb) - Max Horz2=123(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss M3 Truss Type MONOPITCH Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:43 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-wN3N6Gsheh0yyRECHsDP3v63xCu1crd0G48MhByJwMk Scale = 1:11.3 T1 W1 B1 1 2 3 7 3x5 2x4 2x4 4-5-8 4-5-8 0-5-22-1-34.50 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 8-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.30 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-0-0).BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=690/0-4-0 (min. 0-1-8), 3=690/Mechanical Max Horz1=218(LC 11) Max Uplift1=-34(LC 12), 3=-74(LC 12) Max Grav1=693(LC 18), 3=710(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-390/108 NOTES- (10) 1) 2-ply truss to be connected together as follows:Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1, 3. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss M4 Truss Type Monopitch Qty 8 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:44 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-OacmJctJP_9pZbpOqZkec7fFIcGQLItAVkuvDdyJwMj Scale = 1:11.3 T1 W1 B1 1 2 3 4 8 2x4 2x43x5 -1-6-12 1-6-12 4-5-8 4-5-8 0-5-22-1-32-6-134.50 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.04 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 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) 4=156/Mechanical, 2=283/0-4-0 (min. 0-1-8) Max Horz2=66(LC 11) Max Uplift4=-14(LC 12), 2=-55(LC 8) Max Grav4=170(LC 19), 2=287(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss PB1 Truss Type Piggyback Qty 25 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:45 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-smA8WyuxAIHgBlOaOGGt8KCPj?cR4k3JjOdTl4yJwMi Scale = 1:28.8 T1 T1 B1 ST1 1 2 3 45 6 4x5 3x5 3x5 2x4 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 0-5-105-8-130-1-12 0-5-100-1-12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-1-8], [4:0-3-10,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 43 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=244/8-9-6 (min. 0-1-8), 4=244/8-9-6 (min. 0-1-8), 6=255/8-9-6 (min. 0-1-8) Max Horz2=-111(LC 8) Max Uplift2=-38(LC 11), 4=-31(LC 11) Max Grav2=244(LC 1), 4=244(LC 1), 6=268(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss PB1A Truss Type PIGGYBACK Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:46 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-KykWkIvaxcPXpvzmy_n6hYkd8PyipC2Ty2N0IWyJwMh Scale = 1:30.9 T1 T1 B1 ST1 2 3 4 6 1 5 5x5 3x5 3x5 2x4 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 0-7-65-8-130-7-60-1-12 14.00 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 4-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.)(Switched from sheeted: Spacing > 2-0-0).BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-9-6. (lb) - Max Horz1=-218(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-722(LC 22), 5=-614(LC 19), 2=-718(LC 10), 4=-648(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 1=653(LC 10), 5=560(LC 11), 2=1192(LC 18), 4=1111(LC 19), 6=483(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-474/569, 2-3=-368/140, 3-4=-359/111, 4-5=-306/373 NOTES- (13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 1, 614 lb uplift at joint 5, 718 lb uplift at joint 2 and 648 lb uplift at joint 4. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss PB1A Truss Type PIGGYBACK Qty 2 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:46 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-KykWkIvaxcPXpvzmy_n6hYkd8PyipC2Ty2N0IWyJwMh NOTES- (13) 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss PB2 Truss Type Piggyback Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:47 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-p8IuxevCivXOQ3YzWhILElHoKpJNYfNcBi6ZqyyJwMg Scale = 1:19.6 T1 T1 B1 ST1 12 3 45 6 4x5 3x5 3x52x4 6-2-0 6-2-0 3-1-0 3-1-0 6-2-0 3-1-0 0-5-103-7-30-1-12 0-5-100-1-12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-1-8], [4:0-3-10,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=151/5-1-6 (min. 0-1-8), 4=151/5-1-6 (min. 0-1-8), 6=147/5-1-6 (min. 0-1-8) Max Horz2=-68(LC 8) Max Uplift2=-23(LC 11), 4=-20(LC 11) Max Grav2=151(LC 1), 4=151(LC 1), 6=156(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 2 and 20 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss PB3 Truss Type PIGGYBACK Qty 3 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:48 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-HLsG9zwqSDfF2C793PpamzqxGDdiH6amQMs7MPyJwMf Scale = 1:30.9 T1 T1 B1 ST1 2 3 4 6 1 5 5x5 3x5 3x5 2x4 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 0-7-65-8-130-7-60-1-12 14.00 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 8-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 164 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.)(Switched from sheeted: Spacing > 2-0-0).BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-9-6. (lb) - Max Horz1=-436(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-1444(LC 18), 5=-1228(LC 23), 2=-1437(LC 10), 4=-1296(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 1=1306(LC 10), 5=1120(LC 11), 2=2385(LC 18), 4=2222(LC 19), 6=966(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-949/1137, 2-3=-735/280, 3-4=-717/222, 4-5=-612/746 BOT CHORD 2-6=-155/367, 4-6=-155/367 WEBS 3-6=-397/1 NOTES- (13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued onpage 2 12/31/19 Mike Sheeks Job B19-10008 Truss PB3 Truss Type PIGGYBACK Qty 3 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:48 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-HLsG9zwqSDfF2C793PpamzqxGDdiH6amQMs7MPyJwMf NOTES- (13) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1444 lb uplift at joint 1, 1228 lb uplift at joint 5, 1437 lb uplift at joint 2 and 1296 lb uplift at joint 4. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss PB4 Truss Type Piggyback Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:49 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-lXQfMJxSDXn6gMiLd6KpJAM4wdzU0Z7ve0bguryJwMe Scale = 1:28.3 T1 T1 B1 ST1 1 2 3 45 6 4x5 3x5 3x5 2x4 9-7-9 9-7-9 4-9-12 4-9-12 9-7-9 4-9-12 0-5-105-7-60-1-12 0-5-100-1-12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-1-8], [4:0-3-10,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 42 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=239/8-6-14 (min. 0-1-8), 4=239/8-6-14 (min. 0-1-8), 6=249/8-6-14 (min. 0-1-8) Max Horz2=-109(LC 8) Max Uplift2=-37(LC 11), 4=-30(LC 11) Max Grav2=239(LC 1), 4=239(LC 1), 6=262(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 2 and 30 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S1 Truss Type Roof Special Qty 6 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:50 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-Dj_1afy4_qvyHWHYBqr2rOvDr0G6ltC2tgLERHyJwMd Scale = 1:52.5 T1 T2 T3 B1 W1 W2 W3 W4 W5 B2 HW21 2 3 4 5 6 7 11 10 9 18 19 20 21 8 5x5 8x8 4x5 3x64x5 2x4 4x10 6x6 5x8 7-0-2 7-0-2 13-6-8 6-6-6 20-10-5 7-3-13 22-6-8 1-8-3 -1-2-8 1-2-8 4-6-9 4-6-9 8-7-5 4-0-12 13-6-8 4-11-3 17-2-7 3-7-15 20-10-5 3-7-15 22-6-8 1-8-3 0-4-143-11-15 9-8-1511-3-13 0-9-131-6-14 0-9-15.00 12 14.00 12 Plate Offsets (X,Y)-- [5:0-2-14,Edge], [7:0-4-12,0-0-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.39 0.37 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.20 0.11 (loc) 9-11 9-17 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except*T3: 2x10 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=906/0-4-0 (min. 0-1-8), 2=973/0-4-0 (min. 0-1-8) Max Horz2=223(LC 11) Max Uplift2=-37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1777/37, 3-18=-1696/53, 3-4=-1558/27, 4-19=-925/82, 19-20=-782/89, 5-20=-767/105, 5-21=-773/118, 6-21=-939/91, 6-7=-1032/74, 7-8=-677/30 BOT CHORD 2-11=-106/1596, 10-11=-44/1279, 9-10=-44/1279, 7-9=0/789 WEBS 3-11=-340/90, 4-11=0/349, 4-9=-939/143, 5-9=-55/1015, 6-9=-440/150 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 2.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S1 Truss Type Roof Special Qty 6 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:50 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-Dj_1afy4_qvyHWHYBqr2rOvDr0G6ltC2tgLERHyJwMd NOTES- (10) 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S3 Truss Type Scissor Qty 6 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:51 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hwYPn?zil81pvgrklXMHObSObQcgUKcC6K4nzjyJwMc Scale = 1:61.9 T1 T2 B1 B1 W3 W2 W1 W2 W1 1 2 3 4 5 6 9 8 7 4x5 4x5 4x5 8x10 4x6 2x4 4x6 2x4 5-0-14 5-0-14 10-0-0 4-11-2 14-11-2 4-11-2 20-0-0 5-0-14 -1-2-8 1-2-8 5-0-14 5-0-14 10-0-0 4-11-2 14-11-2 4-11-2 20-0-0 5-0-14 0-6-012-2-013-6-50-6-08-0-1114.00 12 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.39 0.35 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.66 (loc) 8 8-9 6 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 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) 6=798/0-4-0 (min. 0-1-8), 2=875/0-4-0 (min. 0-1-8) Max Horz2=254(LC 9) Max Uplift6=-10(LC 10), 2=-12(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2521/194, 3-4=-1909/0, 4-5=-1963/0, 5-6=-2437/11 BOT CHORD 2-9=-250/2247, 8-9=-245/2305, 7-8=0/2026, 6-7=0/1974 WEBS 4-8=0/2545, 5-8=-583/464, 3-8=-502/398 NOTES- (9)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6 and 12 lb uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S4 Truss Type Scissor Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:52 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-965n_LzKWS9gXqQwIFuWxp_bWqy9DosLK_qKVAyJwMb Scale = 1:61.9 T1 T1 B1 B1 W3 W2 W1 W2 W1 1 2 3 4 5 6 7 10 9 8 4x5 4x5 4x5 8x10 4x6 2x4 4x6 2x4 5-4-13 5-4-13 10-0-0 4-7-3 14-7-3 4-7-3 20-0-0 5-4-13 -1-2-8 1-2-8 5-4-13 5-4-13 10-0-0 4-7-3 14-7-3 4-7-3 20-0-0 5-4-13 21-2-8 1-2-8 0-6-012-2-013-6-50-6-08-0-1114.00 12 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.31 0.33 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.66 (loc) 9 9 6 l/defl >999 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=873/0-4-0 (min. 0-1-8), 6=872/0-4-0 (min. 0-1-8) Max Horz2=265(LC 9) Max Uplift2=-11(LC 11), 6=-11(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2545/125, 3-4=-1941/0, 4-5=-1990/0, 5-6=-2397/0 BOT CHORD 2-10=-189/2284, 9-10=-181/2328, 8-9=0/1989, 6-8=0/1937 WEBS 4-9=0/2617, 5-9=-543/439, 3-9=-477/382 NOTES- (9)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 2 and 11 lb uplift at joint 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S5 Truss Type Scissor Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:53 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dIf9Ch_zHlHX8_?7syPlT0XntEHMyJeVZeZu1cyJwMa Scale = 1:49.9 T1 T1 B1 B1 W3 W2 W1 W2 W1 HW1 HW1 1 2 3 4 5 6 7 8 9 12 11 10 4x5 4x10 4x4 6x8 4x6 2x4 4x6 2x4 4x10 4x4 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 -1-2-8 1-2-8 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 15-11-8 1-2-8 1-0-09-7-410-5-91-0-04-8-514.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-0-13], [8:0-4-13,0-0-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.21 0.33 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.15 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 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. (lb/size) 2=663/0-4-0 (min. 0-1-8), 8=663/0-4-0 (min. 0-1-8) Max Horz2=-203(LC 8) Max Uplift2=-13(LC 11), 8=-13(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/83, 3-4=-1007/68, 4-5=-838/11, 5-6=-862/43, 6-7=-983/29, 7-8=-273/38 BOT CHORD 2-12=-119/856, 11-12=-109/901, 10-11=0/749, 8-10=0/697 WEBS 5-11=0/1005 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2 and 13 lb uplift at joint 8. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S6 Truss Type Scissor Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:53 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-dIf9Ch_zHlHX8_?7syPlT0XnzEHWyJaVZeZu1cyJwMa Scale = 1:49.8 T1 T2 B1 B2 W1 W2 W3 W2 W1 HW1 HW21 2 3 4 5 6 710 9 8 5x8 4x4 4x5 5x8 4x4 4x6 2x4 6x8 4x6 2x4 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-8-8 3-9-8 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-8-8 3-9-8 1-0-09-7-41-0-94-8-514.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-9], [7:0-2-12,0-0-5] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.20 0.32 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.15 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 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) 1=588/0-4-0 (min. 0-1-8), 7=588/Mechanical Max Horz1=174(LC 7) Max Uplift1=-13(LC 11), 7=-13(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-365/114, 2-3=-1006/96, 3-4=-824/43, 4-5=-847/75, 5-6=-998/55, 6-7=-310/78 BOT CHORD 1-10=-138/847, 9-10=-130/886, 8-9=0/741, 7-8=0/696 WEBS 4-9=-32/984 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 13 lb uplift at joint 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S7 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:55 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-5VDXP1?b23POm7aJQfw_0E4z_ee2hm_eoIJRa1yJwMZ Scale = 1:49.7 T1 T2 T3B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 HW1 BL1 1 2 3 4 5 6 7 12 11 10 9 8 13 5x8 4x4 4x5 5x5 2x4 10x10 4x6 2x4 6x8 4x6 4x5 4x5 3-10-0 3-10-0 7-4-8 3-6-8 10-2-14 2-10-6 13-1-5 2-10-6 14-5-0 1-3-11 14-8-8 0-3-8 3-10-0 3-10-0 7-4-8 3-6-8 10-2-14 2-10-6 13-1-5 2-10-6 14-1-8 1-0-3 14-8-8 0-7-0 1-0-02-11-0 9-7-41-0-01-11-0 2-9-51-11-0 14.00 12 8.00 12 *** Design Problems *** REVIEW REQUIRED Analog warning - check design Plate Offsets (X,Y)-- [1:0-0-8,Edge], [7:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.151.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.190.30 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.09 (loc)11-12 11-12 13 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 104 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* B3: 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=571/0-4-0 (min. 0-1-8), 13=580/Mechanical Max Horz1=168(LC 7) Max Uplift1=-6(LC 11), 13=-22(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/123, 2-3=-970/132, 3-4=-769/87, 4-5=-790/124, 5-6=-880/81, 6-7=-301/13 BOT CHORD 1-12=-201/802, 11-12=-192/836, 10-11=-33/679, 9-10=-31/447, 7-13=-554/19 WEBS 4-11=-105/916, 6-9=-709/65, 7-9=-25/592 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S7 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:55 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ahnwdN0DpNXFOH9V_NRDYRc8k1_HQDEn1y2?6VyJwMY NOTES- (11) 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 22 lb uplift at joint 13. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S8 Truss Type Scissor Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:55 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ahnwdN0DpNXFOH9V_NRDYRc7b1_3QD2n1y2?6VyJwMY Scale = 1:49.8 T1 T1 B1 B1 W3 W2 W1 W2 W1 HW1 HW11 2 3 4 5 6 710 9 8 5x8 4x4 4x5 6x8 4x6 2x4 4x6 2x4 5x8 4x4 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 1-0-09-7-41-0-04-8-514.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-9], [7:0-3-3,0-0-9] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.20 0.32 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.15 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 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) 1=590/0-4-0 (min. 0-1-8), 7=590/Mechanical Max Horz1=-174(LC 6) Max Uplift1=-13(LC 11), 7=-13(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/113, 2-3=-1010/95, 3-4=-828/42, 4-5=-852/74, 5-6=-1009/54, 6-7=-333/79 BOT CHORD 1-10=-138/850, 9-10=-129/889, 8-9=0/750, 7-8=0/706 WEBS 4-9=-30/991 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 13 lb uplift at joint 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S9 Truss Type Roof Special Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:57 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-W4vg221TL_nzdbJu5oThesiTqraGu2B4UGX5ANyJwMW Scale = 1:53.1 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W4 W3 W5 W6 W7 W8 W9 W11 W10 W12 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 25 26 27 28 29 30 31 5x12 4x5 4x5 4x5 6x12 2x4 2x4 2x4 2x4 4x5 2x4 4x5 4x10 4x8 4x6 8x12 4x5 3-9-13 3-9-13 6-9-0 2-11-3 10-1-13 3-4-13 14-5-0 4-3-4 20-0-8 5-7-8 23-4-11 3-4-3 27-1-0 3-8-5 -1-2-8 1-2-8 3-9-13 3-9-13 6-9-0 2-11-3 10-1-13 3-4-13 14-5-0 4-3-4 17-2-12 2-9-12 20-0-8 2-9-12 23-4-11 3-4-3 27-1-0 3-8-5 0-4-144-7-108-2-511-1-5 0-6-112-11-0 5.00 12 10.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.21 0.65 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.31 0.11 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 628 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1 *Except*B2,B4: 2x4 SP No.2 WEBS 2x4 SP 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. REACTIONS. (lb/size) 10=5544/0-4-0 (min. 0-2-14), 2=2402/0-4-0 (min. 0-1-8) Max Horz2=201(LC 11) Max Uplift10=-266(LC 13), 2=-119(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-5008/211, 3-25=-4957/217, 3-4=-5041/232, 4-5=-4988/270, 5-26=-3819/246, 6-26=-3746/268, 6-7=-3808/265, 7-27=-9204/567, 8-27=-9285/555, 8-9=-9292/476, 9-10=-7062/369 BOT CHORD 2-18=-218/4575, 17-18=-218/4575, 4-17=-268/68, 15-16=-22/467, 14-15=-125/3585, 14-28=-115/4211, 13-28=-115/4211, 12-13=-12/668, 11-31=-224/5358, 10-31=-224/5358WEBS 15-17=-105/3241, 5-17=-112/1763, 5-15=-1186/91, 5-14=-1119/138, 6-14=-286/4558, 7-14=-3373/304, 7-13=-457/6971, 11-13=-255/6159, 9-13=-63/1864, 9-11=-2328/131 NOTES- (13) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-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: 2x6 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S9 Truss Type Roof Special Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:57 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-W4vg221TL_nzdbJu5oThesiTqraGu2B4UGX5ANyJwMW NOTES- (13) 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 10 and 119 lb uplift at joint 2. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3420 lb down and 227 lb up at 19-7-8, 570 lb down and 33 lb up at 20-8-4, 570 lb down and 33 lb up at 22-8-4, and 570 lb down and 33 lb up at 24-8-4, and 576 lb down and27 lb up at 26-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-10=-60, 17-22=-20, 13-16=-20, 12-19=-20 Concentrated Loads (lb) Vert: 21=-576(F) 28=-3420(F) 29=-570(F) 30=-570(F) 31=-570(F) 12/31/19 Mike Sheeks Job B19-10008 Truss S10 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:58 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_GT2FO256IvqFlu4fV_wA4EXaF_1dPcEjwHfjpyJwMV Scale = 1:53.4 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W5 W6 W8 W7 W9 W4 W3 HW2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 25 4x5 5x12 2x4 3x4 2x4 4x5 4x5 2x4 5x10 5x8 4x5 6x12 4x5 6x8 5-1-10 5-1-10 9-9-8 4-7-14 14-5-0 4-7-8 20-0-8 5-7-8 23-5-15 3-5-7 27-1-0 3-7-1 -1-2-8 1-2-8 5-1-10 5-1-10 9-9-8 4-7-14 10-1-13 0-4-5 14-5-0 4-3-4 20-0-8 5-7-8 23-5-15 3-5-7 27-1-0 3-7-1 28-3-8 1-2-8 0-4-144-7-108-2-511-1-5 11-11-5 0-6-112-11-0 5.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-0-13] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.66 0.43 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.26 0.12 (loc) 15-16 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except* B2,B4: 2x4 SP No.2 WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 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=1159/0-4-0 (min. 0-1-13), 8=1154/0-4-0 (min. 0-1-13) Max Horz2=207(LC 11) Max Uplift2=-44(LC 12), 8=-44(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-2228/36, 3-23=-2171/48, 3-4=-1790/41, 4-24=-1180/83, 5-24=-1105/107, 5-25=-1814/206, 6-25=-1933/179, 6-7=-1827/25, 7-8=-1429/43 BOT CHORD 2-16=-41/2004, 15-16=-41/2004, 4-15=0/634, 12-13=0/832, 6-12=-393/210, 8-10=0/1028 WEBS 3-15=-591/79, 5-13=-25/723, 5-12=-189/1087, 10-12=0/1156, 7-12=0/381, 7-10=-563/8, 4-13=-1176/113, 13-15=0/1506 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 2 and 44 lb uplift at joint 8. 8) This trussis designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S10 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:58 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_GT2FO256IvqFlu4fV_wA4EXaF_1dPcEjwHfjpyJwMV LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S11 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:59 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SS0QSk3jtb1hsvTGDDW9jHnl4fJIMtYNya0CFGyJwMU Scale = 1:53.4 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W4 W3 W6 W7 HW2W5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 5x8 4x5 5x12 2x4 8x10 2x4 4x5 4x5 2x4 6x8 4x5 4x5 5-1-10 5-1-10 9-9-8 4-7-14 14-0-0 4-2-8 14-5-0 0-5-0 20-8-3 6-3-2 27-1-0 6-4-13 -1-2-8 1-2-8 5-1-10 5-1-10 9-9-8 4-7-14 10-1-13 0-4-5 14-0-0 3-10-3 14-5-0 0-5-0 20-8-3 6-3-2 27-1-0 6-4-13 28-3-8 1-2-8 0-4-144-7-108-2-511-1-5 11-11-5 0-6-112-11-0 5.00 12 10.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-0-9], [11:0-2-8,0-2-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.49 0.43 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.09 (loc) 13-14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except* B2: 2x4 SP No.2, B4: 2x6 SP No.2 WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 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=1158/0-4-0 (min. 0-1-13), 7=1154/0-4-0 (min. 0-1-13) Max Horz2=207(LC 11) Max Uplift2=-44(LC 12), 7=-44(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2230/36, 3-21=-2173/48, 3-4=-1791/41, 4-22=-1166/87, 5-22=-1089/111, 5-23=-1059/100, 6-23=-1191/73, 6-7=-1409/57 BOT CHORD 2-14=-41/2006, 13-14=-41/2006, 4-13=0/645, 5-11=-36/1068, 7-9=0/993 WEBS 3-13=-592/79, 11-13=0/1488, 4-11=-1180/108, 6-11=-267/182, 9-11=0/992 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 2 and 44 lb uplift at joint 7. 8) This trussis designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S11 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:47:59 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SS0QSk3jtb1hsvTGDDW9jHnl4fJIMtYNya0CFGyJwMU LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S12 Truss Type Roof Special Qty 6 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:00 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-wfapg44MevAYU21Tmw1OFVJx?2gh5QOXAEmlniyJwMT Scale = 1:44.5 T1 T2 T3 B1 B2 B3 W1 W3 W2 W4 W5 W6 W8 W7 1 2 3 4 5 6 7 12 11 10 9 8 16 17 185x12 4x5 4x6 4x5 8x12 2x4 2x4 2x4 2x4 4x5 4x10 6-9-0 6-9-0 10-1-13 3-4-13 14-5-0 4-3-4 19-6-0 5-1-0 -1-2-8 1-2-8 3-7-6 3-7-6 6-9-0 3-1-10 10-1-13 3-4-13 14-5-0 4-3-4 19-6-0 5-1-0 0-4-144-7-108-2-59-2-54-11-8 1-0-05.00 12 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.41 0.35 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 12-15 12-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*B2: 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 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=852/0-4-0 (min. 0-1-8), 8=769/Mechanical Max Horz2=230(LC 11) Max Uplift2=-47(LC 12), 8=-26(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/89, 3-16=-1292/44, 4-16=-1238/53, 4-5=-1267/98, 5-17=-507/57, 6-17=-360/74, 6-18=-432/99, 7-18=-523/72, 7-8=-724/54 BOT CHORD 2-12=-141/1350, 9-10=-26/704 WEBS 10-12=-5/685, 5-12=-77/749, 5-9=-594/110, 6-9=-34/321, 7-9=0/441 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 2 and 26 lb uplift at joint 8. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S13 Truss Type Roof Special Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:01 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-Or8BtQ4_PDIP6CcfKdYdois60S0xqtcgPuVJK8yJwMS Scale = 1:44.5 T1 T2 T3 B1 B2 B3 W1 W3 W2 W4 W5 W6 W8 W7 1 2 3 4 5 6 11 10 9 8 7 15 16 17 4x5 5x12 4x5 4x6 8x12 2x4 2x4 2x4 2x4 4x5 4x10 6-9-0 6-9-0 10-1-13 3-4-13 14-5-0 4-3-4 19-6-0 5-1-0 3-7-6 3-7-6 6-9-0 3-1-10 10-1-13 3-4-13 14-5-0 4-3-4 19-6-0 5-1-0 0-4-144-7-108-2-59-2-54-11-8 1-0-05.00 12 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.39 0.35 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 11-14 11-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*B2: 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 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) 1=778/0-4-0 (min. 0-1-8), 7=771/Mechanical Max Horz1=222(LC 11) Max Uplift1=-30(LC 12), 7=-27(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1519/93, 2-15=-1301/46, 3-15=-1247/55, 3-4=-1275/99, 4-16=-508/57, 5-16=-361/74, 5-17=-433/99, 6-17=-524/74, 6-7=-725/54 BOT CHORD 1-11=-146/1369, 8-9=-26/707 WEBS 9-11=-6/690, 4-11=-79/757, 4-8=-598/111, 5-8=-34/321, 6-8=0/442 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 27 lb uplift at joint 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S14 Truss Type Roof Special Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:03 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-LDGxI66EwqY6LWm2S2a5t7xTKGdRIklzsB_QO1yJwMQ Scale = 1:53.6 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W4 W3 W6 W5 W7 W8 W9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 21 22 23 24 25 26 27 4x5 4x5 5x5 5x14 4x5 8x12 2x4 3x4 4x5 3x8 6x12 4x5 4x10 4x5 2x4 5-6-3 5-6-3 9-9-8 4-3-5 14-0-0 4-2-8 18-6-5 4-6-5 22-7-10 4-1-5 27-1-0 4-5-6 5-6-3 5-6-3 10-1-13 4-7-10 14-5-0 4-3-4 18-6-5 4-1-5 22-7-10 4-1-5 27-1-0 4-5-6 0-4-144-7-108-2-511-1-5 0-6-112-11-0 5.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-0-1,0-0-13], [4:0-10-14,0-2-8], [11:0-2-12,0-3-0], [13:0-3-8,0-3-4] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.34 0.67 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.11 (loc) 13-14 13-14 7 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 668 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1 *Except* B2: 2x6 SP No.2, B4: 2x8 SP No.1 WEBS 2x4 SP 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. REACTIONS. (lb/size) 1=4694/0-3-9 (min. 0-2-7), 7=2434/0-4-0 (min. 0-1-8) Max Horz1=193(LC 44) Max Uplift1=-286(LC 12), 7=-133(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-9966/617, 2-21=-9907/630, 2-3=-7820/528, 3-22=-9087/707, 4-22=-9052/730, 4-23=-3580/309, 5-23=-3664/281, 5-6=-3295/259, 6-7=-3453/215 BOT CHORD 1-24=-585/9145, 24-25=-585/9145, 14-25=-585/9145, 14-26=-585/9145, 26-27=-585/9145, 13-27=-585/9145, 3-13=-3026/332, 11-12=-59/1038, 4-11=-110/440, 8-9=-94/2586, 7-8=-94/2586 WEBS 2-14=-30/1600, 2-13=-2318/172, 11-13=-30/1813, 4-13=-703/8483, 9-11=-71/2539, 5-11=-206/559, 5-9=-843/101, 6-9=-259/154 NOTES- (12) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-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: 2x6 - 3 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 13-2 2x4 - 1 row at 0-9-0 oc, member 11-13 2x4 - 1 row at 0-9-0 oc, member 13-4 2x4 - 1 row at 0-9-0 oc, member 9-11 2x4 - 1 row at 0-9-0 oc, member 11-5 2x4 - 1 row at 0-9-0 oc, member 5-9 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4 - 1 row at 0-9-0 oc, member 6-8 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S14 Truss Type Roof Special Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:03 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-LDGxI66EwqY6LWm2S2a5t7xTKGdRIklzsB_QO1yJwMQ NOTES- (12) 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 1 and 133 lb uplift at joint 7. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 520 lb down and 35 lb up at 1-8-12, 520 lb down and 35 lb up at 3-8-12, 520 lb down and 35 lb up at 5-8-12, and 520 lb down and 35 lb up at 7-8-12, and 2881 lb down and 267 lb up at 9-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 13-15=-20, 11-12=-20, 10-18=-20 Concentrated Loads (lb) Vert: 14=-520(B) 24=-520(B) 25=-520(B) 26=-520(B) 27=-2881(B) 12/31/19 Mike Sheeks Job B19-10008 Truss S15 Truss Type Scissor Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:04 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-pQqJWS7sh8gzzgLE?m5KQLUghg3e1IV65rkzwTyJwMP Scale = 1:47.2 T1 T1 B1 B1 W3 W2 W1 W2 W1 HW1 HW11 2 3 4 5 6 710 9 8 5x8 4x4 4x5 5x8 4x4 6x8 4x6 2x4 4x6 2x4 3-7-12 3-7-12 7-0-0 3-4-4 10-4-4 3-4-4 14-0-0 3-7-12 3-7-12 3-7-12 7-0-0 3-4-4 10-4-4 3-4-4 14-0-0 3-7-12 1-0-09-2-01-0-04-5-514.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-6-5], [7:0-3-15,0-1-5] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.17 0.29 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.13 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 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. (lb/size) 1=560/0-4-0 (min. 0-1-8), 7=560/0-4-0 (min. 0-1-8) Max Horz1=165(LC 7) Max Uplift1=-12(LC 11), 7=-12(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-359/114, 2-3=-942/90, 3-4=-778/42, 4-5=-800/72, 5-6=-941/53, 6-7=-326/80 BOT CHORD 1-10=-132/792, 9-10=-123/831, 8-9=0/699, 7-8=0/657 WEBS 4-9=-31/928 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 1, 7 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 12 lb uplift at joint 1 and 12 lb uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S16 Truss Type Roof Special Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:05 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-HcOijn7USRoqaqwQZTdZyY1rT3PvmllGKVTWTwyJwMO Scale: 1/4"=1' T1 T2 B1 B2 B4 B3 W1 W2 W3 W4 W5 W6HW1 1 2 3 4 5 6 12 11 10 8 9 7 5x8 4x4 4x5 5x10 2x44x5 4x6 2x4 6x8 4x6 4x5 3-7-12 3-7-12 7-0-0 3-4-4 10-4-0 3-4-0 13-8-0 3-4-0 13-11-8 0-3-8 3-7-12 3-7-12 7-0-0 3-4-4 10-4-0 3-4-0 13-8-0 3-4-0 13-11-8 0-3-8 1-0-09-2-00-3-81-0-03-5-514.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-6-5], [6:0-5-0,0-2-4] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.17 0.28 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.10 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except* B4: 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0 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. (lb/size) 1=556/0-4-0 (min. 0-1-8), 7=540/Mechanical Max Horz1=164(LC 7) Max Uplift1=-12(LC 11), 7=-15(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/116, 2-3=-933/98, 3-4=-762/51, 4-5=-808/82, 5-6=-955/55 BOT CHORD 1-12=-140/783, 11-12=-129/820, 10-11=-1/711, 8-10=-5/289WEBS 4-11=-46/922, 6-10=0/373 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 15 lb uplift at joint 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S17 Truss Type Roof Special Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:07 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-D?VS8T9l_32Yq74phuf11z64mt4DEdlZnpydXoyJwMM Scale = 1:45.6 T1 T2 T3 W5 B1 W1 W2 W3 W4 W5 W6 HW1 BL1 1 2 3 4 5 10 9 8 7 6 11 16 17 18 19 20 21 22 4x8 5x5 4x5 5x12 6x6 5x6 4x6 2x4 4x10 2x4 3x6 3-7-12 3-7-12 7-0-0 3-4-4 10-3-2 3-3-2 13-11-8 3-8-6 3-7-12 3-7-12 7-0-0 3-4-4 10-3-2 3-3-2 13-11-8 3-8-6 1-0-05-4-69-2-05-4-61-0-014.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-1-7] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.29 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 7-8 7-8 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=2839/0-4-0 (min. 0-2-4), 16=2901/Mechanical Max Horz1=172(LC 10) Max Uplift1=-193(LC 11), 16=-247(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2607/216, 2-3=-1887/224, 3-4=-1840/233, 6-11=-239/2787, 5-11=-239/2787 BOT CHORD 1-17=-269/787, 10-17=-269/787, 10-18=-220/1647, 9-18=-220/1647, 9-19=-220/1647, 8-19=-220/1647, 8-20=-132/1535, 7-20=-132/1535, 7-21=-134/1567,21-22=-134/1567, 6-22=-134/1567 WEBS 2-9=-86/1038, 2-8=-823/203, 3-8=-273/2505, 4-8=-658/111, 4-7=-64/1116, 4-6=-2477/233, 5-16=-2909/248 NOTES- (13) 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: 2x6 - 2 rows staggered at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S17 Truss Type Roof Special Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:07 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-D?VS8T9l_32Yq74phuf11z64mt4DEdlZnpydXoyJwMM NOTES- (13) 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 1 and 247 lb uplift at joint 16. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 663 lb down and 68 lb up at 1-0-4, 663 lb down and 68 lb up at 3-0-4, 663 lb down and 68 lb up at 5-0-4, 663 lb down and 68 lb up at 7-0-4, 667 lb down and 71 lb up at 9-0-4, and 667 lb down and 71 lb up at 11-0-4, and 672 lb down and 66 lb up at 13-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 6-12=-20 Concentrated Loads (lb) Vert: 8=-663(B) 17=-663(B) 18=-663(B) 19=-663(B) 20=-667(B) 21=-667(B) 22=-672(B) 12/31/19 Mike Sheeks Job B19-10008 Truss S18 Truss Type Roof Special Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:08 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hB3qLpANlMAPRHf?EcAGaBfLzHMKz33i0TiB3EyJwML Scale = 1:53.2 T1 T2 B1 B2 B3 W1 W3 W2 W4 W5 W7 W6 1 2 3 4 5 10 9 8 7 6 14 15 16 17 4x5 6x8 4x6 3x8 2x4 2x4 4x5 4x5 6x12 8x8 4-4-9 4-4-9 8-5-0 4-0-7 12-8-0 4-3-0 17-8-0 5-0-0 4-4-9 4-4-9 8-5-0 4-0-7 12-8-0 4-3-0 17-8-0 5-0-0 0-6-1111-1-5 5-0-51-11-0 10.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-4-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.56 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.05 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 291 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x6 SP No.1 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.2 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, Except: 6-0-0 oc bracing: 6-7. REACTIONS. (lb/size) 1=3569/0-4-0 (min. 0-2-13), 6=2702/0-4-0 (min. 0-2-2) Max Horz1=248(LC 30) Max Uplift1=-340(LC 10), 6=-550(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4104/479, 2-3=-4053/688, 3-4=-4066/835, 4-5=-2022/509, 5-6=-2816/626 BOT CHORD 1-14=-476/3096, 10-14=-476/3096, 8-9=-28/845, 3-8=-270/176, 8-16=-343/1487, 16-17=-343/1487, 7-17=-343/1487 WEBS 2-10=-260/237, 8-10=-545/3394, 4-8=-602/3523, 4-7=-396/518, 5-7=-446/2067 NOTES- (10) 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: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This trusshas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S18 Truss Type Roof Special Girder Qty 1 Ply 2 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:08 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hB3qLpANlMAPRHf?EcAGaBfLzHMKz33i0TiB3EyJwML NOTES- (10) 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 1 and 550 lb uplift at joint 6. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 574 lb down and 27 lb up at 0-4-12, 568 lb down and 33 lb up at 2-4-12, 568 lb down and 33 lb up at 4-4-12, 568 lb down and 33 lb up at 6-4-12, 560 lb down and 42 lb up at 8-3-4, and 560 lb down and 42 lb up at 10-4-12, and 1471 lb down and 688 lb up at 11-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf)Vert: 1-4=-60, 4-5=-60, 9-11=-20, 6-8=-20Concentrated Loads (lb) Vert: 9=-560(F) 10=-568(F) 13=-574(F) 14=-568(F) 15=-568(F) 16=-560(F) 17=-1471(F) 12/31/19 Mike Sheeks Job B19-10008 Truss S19 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:09 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9NdCZ9A?WgIG3REBoJhV7OBWAhoWiXFrF7RkchyJwMK Scale = 1:53.5 T1 T2 B1 B2 B3 W1 W3 W2 W4 W5 W7 W6 1 2 3 4 5 6 11 10 9 8 7 5x8 4x6 4x5 2x4 2x4 2x4 4x5 4x5 6x12 4x5 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-8-0 5-0-0 -1-2-8 1-2-8 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-8-0 5-0-0 0-6-1111-1-5 11-11-5 5-0-51-11-0 10.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.25 0.18 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 4 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.2 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. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=776/0-4-0 (min. 0-1-8), 7=698/0-4-0 (min. 0-1-8) Max Horz2=262(LC 7) Max Uplift2=-16(LC 10), 7=-47(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/6, 3-4=-853/78, 4-5=-866/221, 5-6=-468/113, 6-7=-657/74 BOT CHORD 2-11=-117/664, 4-9=-278/171, 8-9=-41/320 WEBS 9-11=-127/716, 5-9=-226/740, 6-8=-21/418 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 2 and 47 lb uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S20 Truss Type Roof Special Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:10 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-daBbmVBdH_Q7hboOM0Ckfckh9485R_X?TnBH87yJwMJ Scale = 1:54.4 T1 T2 B1 B2 B3 W1 W3 W2 W4 W5 W6 W7 W9 W8 1 2 3 4 5 6 7 13 12 11 10 9 8 5x8 4x6 4x5 2x4 2x4 2x4 4x5 4x5 6x12 4x5 4x5 4x5 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-6-0 4-10-0 21-8-0 4-2-0 -1-2-8 1-2-8 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-6-0 4-10-0 21-8-0 4-2-0 0-6-1111-1-5 11-11-5 1-8-51-11-0 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.24 0.16 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 4 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*B2: 2x4 SP No.2 WEBS 2x4 SP No.2 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, Except:6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=738/0-4-0 (min. 0-1-8), 9=1056/0-4-0 (min. 0-1-11) Max Horz2=228(LC 7) Max Uplift2=-21(LC 10), 9=-14(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-827/14, 3-4=-776/85, 4-5=-792/228, 5-6=-407/123 BOT CHORD 2-13=-115/632, 4-11=-282/172, 10-11=-22/277 WEBS 11-13=-124/682, 5-11=-226/736, 6-10=0/485, 6-9=-914/66 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 2 and 14 lb uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S21 Truss Type Roof Special Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:11 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-6mlz_rCF2HY_JlNawkjzCpHlbUPQARM8iRwrgZyJwMI Scale = 1:50.1 T1 T2 B1 W1 W2 W4 W3 2 3 4 5 7 6 1 2x4 4x8 4x5 3x6 6x10 4x5 2-7-10 2-7-10 10-0-1 7-4-7 17-8-0 7-7-15 2-7-10 2-7-10 7-7-13 5-0-3 12-8-0 5-0-3 17-8-0 5-0-0 0-6-1111-1-5 5-0-51-11-0 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.47 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.21 (loc) 7-10 7-10 6 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x8 SP No.1 *Except*T2: 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 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. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=715/0-4-0 (min. 0-1-8), 6=697/0-4-0 (min. 0-1-8) Max Horz1=251(LC 7) Max Uplift6=-45(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/66, 2-3=-865/56, 3-4=-790/137 BOT CHORD 2-7=-116/828, 6-7=-45/308 WEBS 3-7=-610/225, 4-7=-108/748, 4-6=-584/46 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 1 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 45 lb uplift at joint 6. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S22 Truss Type Roof Special Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:11 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-6mlz_rCF2HY_JlNawkjzCpHmpUQmARV8iRwrgZyJwMI Scale = 1:50.1 T1 T2 B1 W1 W2 W4 W3 2 3 4 5 7 6 1 2x4 4x8 4x5 3x6 6x10 4x5 2-7-10 2-7-10 10-0-1 7-4-7 17-4-0 7-3-15 2-7-10 2-7-10 7-7-13 5-0-3 12-8-0 5-0-3 17-4-0 4-8-0 0-6-1111-1-5 5-3-101-11-0 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.45 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.20 (loc) 7-10 7-10 6 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x8 SP No.1 *Except*T2: 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 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. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=702/0-4-0 (min. 0-1-8), 6=683/0-3-8 (min. 0-1-8) Max Horz1=253(LC 7) Max Uplift6=-48(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-528/68, 2-3=-837/54, 3-4=-762/136 BOT CHORD 2-7=-115/805, 6-7=-49/289 WEBS 3-7=-606/224, 4-7=-111/740, 4-6=-580/50 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 1 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 48 lb uplift at joint 6. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S23 Truss Type Roof Special Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:12 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ayJLBBDtpbgrwuymTRFCk1p1_upQvtyIx5gOC0yJwMH Scale = 1:53.2 T1 T2 B1 B2 B3 W1 W3 W2 W4 W5 W7 W6 HW1 1 2 3 4 5 10 9 8 7 6 4x5 5x8 4x6 2x4 2x4 2x4 4x5 4x5 6x12 4x5 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-4-0 4-8-0 4-3-5 4-3-5 8-5-0 4-1-11 12-8-0 4-3-0 17-4-0 4-8-0 0-6-1111-1-5 5-3-101-11-0 10.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.16 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 3 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except*B2: 2x4 SP No.2 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 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. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=688/0-4-0 (min. 0-1-8), 6=687/Mechanical Max Horz1=252(LC 7) Max Uplift6=-51(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-874/9, 2-3=-832/78, 3-4=-845/221, 4-5=-436/114, 5-6=-650/77 BOT CHORD 1-10=-121/660, 3-8=-278/171, 7-8=-45/302 WEBS 8-10=-131/712, 4-8=-228/744, 5-7=-25/422 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 6. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss S24 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:13 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-29tjPXEWavoiY2Xz19mRHEM9mI7PeKhRAlPylSyJwMG Scale = 1:56.3 T1 T2 T3 B1 B2 B3W1 W3 W4 W5 W2HW1 1 2 3 4 56 10 9 8 7 14 15 4x5 7x10 M18SHS 8x10 2x4 5x12 2x4 4x5 4x5 6-4-13 6-4-13 13-1-0 6-8-3 17-4-0 4-3-0 6-4-13 6-4-13 12-8-0 6-3-2 13-1-0 0-5-0 16-11-3 3-10-3 17-4-0 0-4-13 0-6-117-6-1011-1-5 5-5-101-11-0 10.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-1], [3:0-2-4,0-0-0], [4:0-1-7,0-1-12], [5:0-3-12,Edge], [5:0-0-12,0-1-12], [6:0-1-14,0-0-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.41 0.31 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 121 lb FT = 0% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 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. (lb/size) 1=689/0-4-0 (min. 0-1-8), 7=687/Mechanical Max Horz1=251(LC 9) Max Uplift7=-51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-830/14, 2-14=-467/54, 3-14=-253/75, 4-15=-340/110, 5-15=-381/91, 5-6=-268/68, 6-7=-635/79 BOT CHORD 1-10=-97/599 WEBS 2-8=-357/144, 5-8=-28/422, 8-10=-108/598 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 7.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss S24 Truss Type Roof Special Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:13 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-29tjPXEWavoiY2Xz19mRHEM9mI7PeKhRAlPylSyJwMG NOTES- (10) 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T1 Truss Type Attic Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:14 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WLQ5csE8LCwZAC69bsHgqSvNqiUKNnxaOP9VHuyJwMF Scale = 1:67.8 T1 T1 B1 W3W3 W4 W5 W1 W2 W1 W2 1 2 3 4 5 6 7 11 10 9 8 12 1314 15 16 17 5x5 3x10 3x10 2x4 10x10 2x4 10x10 3x4 3x4 2x4 5x6 5x6 4-8-12 4-8-12 10-0-4 5-3-8 14-9-0 4-8-12 4-8-12 4-8-12 7-4-8 2-7-12 10-0-4 2-7-12 14-9-0 4-8-12 5-1-013-8-45-1-014.00 12 Plate Offsets (X,Y)-- [3:0-0-11,0-1-8], [5:0-0-11,0-1-8], [9:0-3-8,0-8-8], [10:0-3-8,0-8-8] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.19 0.20 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 671 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 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. JOINTS 1 Brace at Jt(s): 12 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (lb/size) 11=10286/0-6-0 (req. 0-7-1), 8=9448/0-6-0 (req. 0-6-7) Max Horz11=295(LC 7) Max Grav11=13470(LC 3), 8=12362(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4865/0, 2-3=-2156/0, 5-6=-2174/0, 6-7=-4853/0, 1-11=-6636/0, 7-8=-6625/0 BOT CHORD 11-13=-270/282, 13-14=-270/282, 14-15=-270/282, 10-15=-270/282, 9-10=0/3101 WEBS 6-9=0/3413, 2-10=0/3452, 3-12=-3059/0, 5-12=-3059/0, 1-10=0/4197, 7-9=0/4204 NOTES- (13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x14 - 7 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceilingdead load (10.0 psf) on member(s). 2-3, 5-6, 3-12, 5-12Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss T1 Truss Type Attic Girder Qty 1 Ply 3 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:14 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WLQ5csE8LCwZAC69bsHgqSvNqiUKNnxaOP9VHuyJwMF NOTES- (13) 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 9-10 9) WARNING: Required bearing size at joint(s) 11, 8 greater than input bearing size. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6516 lb down at 1-1-12, and 6516 lb down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-60, 2-3=-80, 3-4=-60, 4-5=-60, 5-6=-80, 6-7=-60, 8-11=-20, 3-5=-20 Concentrated Loads (lb) Vert: 9=-2453 10=-2453 13=-4936(B) 14=-1226 15=-1226 16=-1226 17=-4936(B) 12/31/19 Mike Sheeks Job B19-10008 Truss T2 Truss Type Attic Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:15 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_X_UpCFm6W2PnMhL9aovMfRan5t46IBkd3u2pKyJwME Scale = 1:67.8 T1 T1 B1 W3W3 W4 W5 W1 W2 W1 W2 1 2 3 4 5 6 7 8 9 13 12 11 10 14 5x5 3x10 3x10 2x4 10x10 2x4 10x10 4x4 4x4 2x4 5x6 5x6 4-8-12 4-8-12 10-0-4 5-3-8 14-9-0 4-8-12 -1-2-8 1-2-8 4-8-12 4-8-12 7-4-8 2-7-12 10-0-4 2-7-12 14-9-0 4-8-12 15-11-8 1-2-8 5-1-013-8-45-1-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [4:0-1-3,0-2-0], [6:0-1-3,0-2-0], [8:0-3-0,0-2-1], [11:0-3-8,0-7-0], [12:0-3-8,0-7-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.12 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x6 SP No.1BOT CHORD 1-1/2X14 LP-LSL 1.75E WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-12 JOINTS 1 Brace at Jt(s): 14 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=720/0-6-0 (min. 0-1-8), 10=720/0-6-0 (min. 0-1-8) Max Horz13=-327(LC 8) Max Grav13=857(LC 24), 10=857(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/122, 3-4=-345/72, 6-7=-345/72, 7-8=-571/121, 2-13=-857/59, 8-10=-856/59 BOT CHORD 12-13=-310/285, 11-12=-71/374 WEBS 2-12=-64/492, 8-11=-64/491 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (10.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-12 Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss T2 Truss Type Attic Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:15 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_X_UpCFm6W2PnMhL9aovMfRan5t46IBkd3u2pKyJwME NOTES- (10) 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T3 Truss Type Piggyback Base Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:16 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SkYs1YGOsqBGPWGXiHJ8vt_jeV7BrhptsjecLnyJwMD Scale = 1:54.9 T1 T2 T3 B1 W1 W2 W3 W4 W5 W2 HW1 W7 W6 B21 2 3 4 5 6 7 8 13 12 11 10 9 4x5 8x8 4x6 4x10 4x4 3x64x10 2x4 4x5 4x5 4x5 2x4 9-3-10 9-3-10 15-1-8 5-9-14 18-11-3 3-9-11 23-9-0 4-9-13 -1-2-8 1-2-8 4-9-9 4-9-9 9-3-10 4-6-1 14-1-7 4-9-12 18-11-3 4-9-12 23-9-0 4-9-13 1-0-011-10-4 12-8-96-2-1311-10-4 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [7:0-2-11,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.24 0.43 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.03 (loc) 13-16 13-16 2 l/defl >999 >592 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.):5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 7-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=729/0-4-0 (min. 0-1-8), 12=807/0-4-0 (min. 0-1-8), 9=425/Mechanical Max Horz2=302(LC 9) Max Uplift2=-13(LC 10), 12=-25(LC 7), 9=-13(LC 10) Max Grav2=733(LC 26), 12=807(LC 1), 9=425(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/0, 3-4=-466/48, 4-5=-487/131, 7-8=-266/116, 8-9=-380/43 BOT CHORD 2-13=-178/446 WEBS 6-13=-46/337, 6-12=-616/147 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss T3 Truss Type Piggyback Base Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:16 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-SkYs1YGOsqBGPWGXiHJ8vt_jeV7BrhptsjecLnyJwMD NOTES- (11) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2, 25 lb uplift at joint 12 and 13 lb uplift at joint 9. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T4 Truss Type Common Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:17 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-ww6EEuH0d7J71grkG?qNR4XusvWIa5814NN9uDyJwMC Scale = 1:62.8 T1 T1 B1 W2 W1 W2 W1 HW1 HW1 1 2 3 4 5 6 7 8 9 11 10 4x10 5x5 4x10 5x5 4x5 5x6 2x4 4x5 2x4 6-9-3 6-9-3 13-2-13 6-5-11 20-0-0 6-9-3 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 21-2-8 1-2-8 1-0-012-8-013-6-51-0-014.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-3], [5:Edge,0-1-14], [8:0-5-14,0-0-3] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.21 0.25 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.02 (loc) 11-14 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 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. (lb/size) 2=873/0-6-0 (min. 0-1-8), 8=872/0-6-0 (min. 0-1-8) Max Horz2=265(LC 9) Max Uplift2=-14(LC 11), 8=-14(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/0, 3-4=-745/83, 4-5=-752/214, 5-6=-752/214, 6-7=-745/83, 7-8=-416/0 BOT CHORD 2-11=-56/563, 10-11=-3/384, 8-10=0/472 WEBS 5-10=-200/428, 6-10=-287/262, 5-11=-200/428, 4-11=-287/262 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2 and 14 lb uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T5 Truss Type Common Qty 2 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:18 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-O6gcSEHeORR_epQwqiLc_I33YJsUJXGAJ17iQfyJwMB Scale = 1:62.8 T1 T2 B1 W2 W1 W2 W1 HW1 HW1 1 2 3 4 5 6 7 8 10 9 4x10 5x5 4x10 5x5 4x5 5x6 2x4 4x5 2x4 6-9-3 6-9-3 13-2-13 6-5-11 20-0-0 6-9-3 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 21-2-8 1-2-8 1-0-012-8-013-6-51-0-014.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-3], [4:Edge,0-1-14], [7:0-5-14,0-0-3] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.21 0.25 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.02 (loc) 10-13 10-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 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. (lb/size) 1=798/0-6-0 (min. 0-1-8), 7=875/0-6-0 (min. 0-1-8) Max Horz1=-254(LC 6) Max Uplift1=-13(LC 11), 7=-15(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/0, 2-3=-748/83, 3-4=-760/216, 4-5=-755/214, 5-6=-747/84, 6-7=-417/0 BOT CHORD 1-10=-56/569, 9-10=-3/386, 7-9=0/473 WEBS 4-9=-200/427, 5-9=-287/262, 4-10=-203/437, 3-10=-292/264 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 15 lb uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T6 Truss Type Common Qty 3 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:19 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-tIE_faIG9lZrGz_6OPtrXVcEHjBj2_WKYhsGy6yJwMA Scale = 1:62.7 T1 T1 B1 W2 W1 W2 W1 HW1 HW1 1 2 3 4 5 6 7 9 8 4x8 5x5 4x8 5x5 4x5 5x6 2x4 4x5 2x4 6-9-3 6-9-3 13-2-13 6-5-11 20-0-0 6-9-3 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 1-0-012-8-01-0-014.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-3], [4:Edge,0-1-14], [7:0-5-2,0-0-3] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.21 0.25 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.02 (loc) 9-12 8-16 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP No.1 2-6-0, Right 2x8 SP No.1 2-6-0 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. (lb/size) 1=800/0-6-0 (min. 0-1-8), 7=800/0-6-0 (min. 0-1-8) Max Horz1=-236(LC 6) Max Uplift1=-14(LC 11), 7=-14(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/0, 2-3=-750/84, 3-4=-763/216, 4-5=-763/216, 5-6=-750/84, 6-7=-440/0 BOT CHORD 1-9=-67/556, 8-9=-12/374, 7-8=0/477 WEBS 4-8=-203/436, 5-8=-292/264, 4-9=-203/436, 3-9=-292/264 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 14 lb uplift at joint 7. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T7 Truss Type Common Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:20 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-LVoNtwJvw2hiu7ZJx7O43j8M56UVnW2TnLcpUYyJwM9 Scale = 1:54.8 T1 T1 B1 W2 W1 W2 W1 HW1 HW1 B21 2 3 4 5 6 7 8 9 12 11 10 5x5 4x8 4x4 3x6 4x5 2x4 4x5 2x4 4x8 4x4 8-4-13 8-4-13 16-6-3 8-1-5 24-11-0 8-4-13 -1-2-8 1-2-8 6-4-8 6-4-8 12-5-8 6-1-0 18-6-8 6-1-0 24-11-0 6-4-8 26-1-8 1-2-8 0-10-411-2-13 11-9-4 0-10-410.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-4], [8:0-4-7,0-0-4] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.34 0.41 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.03 (loc) 12-15 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 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) 2=1069/0-4-0 (min. 0-1-11), 8=1069/0-4-0 (min. 0-1-11) Max Horz2=-220(LC 8) Max Uplift2=-23(LC 10), 8=-23(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-592/0, 3-4=-1029/57, 4-5=-1079/166, 5-6=-1079/166, 6-7=-1029/57, 7-8=-592/0 BOT CHORD 2-12=-62/874, 11-12=0/586, 10-11=0/586, 8-10=0/832 WEBS 5-10=-127/508, 6-10=-329/220, 5-12=-127/508, 4-12=-329/220 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 2 and 23 lb uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T8 Truss Type Common Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:21 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-phMl4GKXhMpZVH8VVqvJcwhTsWoWWxHc??LN1_yJwM8 Scale = 1:82.2 T2 T3 B1 W1 W2 W3 W4 HW1 W5 T1 1 2 3 4 5 6 78 11 10 9 3x6 4x5 3x5 4x8 4x4 3x54x5 2x4 4x5 6x6 9-3-13 9-3-13 18-4-2 9-0-5 19-0-0 0-7-14 -1-2-8 1-2-8 6-3-11 6-3-11 12-3-15 6-0-3 18-4-2 6-0-3 19-0-0 0-7-14 0-10-416-1-11 16-8-215-7-310.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-4] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.59 0.55 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.03 (loc) 10-11 10-11 2 l/defl >999 >603 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* W5: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 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. WEBS 1 Row at midpt 6-10, 7-10 2 Rows at 1/3 pts 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=826/0-4-0 (min. 0-1-8), 9=748/0-4-0 (min. 0-1-8) Max Horz2=471(LC 9) Max Uplift9=-155(LC 10) Max Grav2=826(LC 1), 9=816(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/0, 3-4=-736/0, 4-5=-727/18, 5-6=-551/60, 6-7=-306/168, 7-8=-538/277, 8-9=-640/292 BOT CHORD 2-11=-171/650, 10-11=-133/371 WEBS 4-11=-302/194, 6-11=-78/518, 6-10=-629/237, 7-10=-346/750 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 12/31/19 Mike Sheeks Job B19-10008 Truss T8 Truss Type Common Qty 5 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:21 2019 Page 2K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-phMl4GKXhMpZVH8VVqvJcwhTsWoWWxHc??LN1_yJwM8 LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T9 Truss Type Common Qty 4 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:22 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-Htv7HbL9SgxQ7Rjh3YQY88Ec8wFiFTRmEf5wZQyJwM7 Scale = 1:45.3 T1 T2 B1 W3 W1 W2 W5 W4 1 2 3 6 5 4 2x4 4x5 5x6 4x5 4x5 2x4 4-0-0 4-0-0 8-0-0 4-0-0 7-0-0 7-0-0 8-0-0 1-0-0 3-4-59-2-58-4-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.75 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 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. WEBS 1 Row at midpt 3-4, 2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=308/0-4-0 (min. 0-1-8), 4=308/Mechanical Max Horz6=250(LC 7) Max Uplift4=-100(LC 7) Max Grav6=352(LC 18), 4=364(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-323/17 WEBS 2-4=-337/167 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss T10 Truss Type Common Qty 3 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:22 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-Htv7HbL9SgxQ7Rjh3YQY88EhHwGUFR5mEf5wZQyJwM7 Scale = 1:45.8 T1 T2 B1 W3 W1 W2 W5 W41 2 3 6 5 4 2x4 4x5 5x6 4x5 4x5 2x4 3-0-0 3-0-0 6-0-0 3-0-0 5-0-0 5-0-0 6-0-0 1-0-0 5-0-59-2-58-4-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.42 0.05 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 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. WEBS 1 Row at midpt 3-4, 2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=228/0-4-0 (min. 0-1-8), 4=228/Mechanical Max Horz6=248(LC 7) Max Uplift6=-73(LC 6), 4=-155(LC 7) Max Grav6=325(LC 22), 4=322(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-303/87 WEBS 2-4=-301/217 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 6 and 155 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V5 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:23 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-l4TVVxLnDz3HlbIudFxnhLmwAKc6_x7vTJqT5tyJwM6 Scale = 1:26.1 T1 W1 B1 ST3 ST2 ST1 1 2 3 4 5 9 8 7 63x5 6-8-13 6-8-13 5-7-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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 6-8-13. (lb) - Max Horz1=152(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V6 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:24 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-DG1tiHMP_HB8Mlt4AzS0EZJ5skxGjOm3hza1eJyJwM5 Scale = 1:16.4 T1 W1 B1 1 2 3 3x5 2x4 2x4 3-11-3 3-11-3 3-3-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 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) 1=135/3-11-3 (min. 0-1-8), 3=135/3-11-3 (min. 0-1-8) Max Horz1=83(LC 7) Max Uplift3=-29(LC 10) Max Grav1=135(LC 1), 3=148(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V7 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:25 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hSbGwdN1lbJ?_uSGkgzFmmsI?7H_Sr0CwdJaAlyJwM4 Scale = 1:6.4 T1 B1 1 2 3 3x5 1-1-9 1-1-9 0-11-510.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-9 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=29/1-1-9 (min. 0-1-8), 2=22/1-1-9 (min. 0-1-8), 3=7/1-1-9 (min. 0-1-8) Max Horz1=18(LC 10) Max Uplift2=-14(LC 10) Max Grav1=29(LC 1), 2=23(LC 17), 3=15(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2 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. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V8 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:25 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-hSbGwdN1lbJ?_uSGkgzFmmsGp7GhSraCwdJaAlyJwM4 Scale: 1/2"=1' T1 W1 B1 ST1 1 2 3 5 43x5 2x4 2x42x4 2x4 5-10-5 5-10-5 4-10-910.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 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) 1=-19/5-10-5 (min. 0-1-8), 4=125/5-10-5 (min. 0-1-8), 5=319/5-10-5 (min. 0-1-8) Max Horz1=131(LC 7) Max Uplift1=-68(LC 8), 4=-31(LC 7), 5=-108(LC 10) Max Grav1=91(LC 10), 4=141(LC 17), 5=335(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-255/156 NOTES- (7)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=108. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V9 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:26 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-9f9e7zOfWuRsc21SIOVUJ_OSXXdTBIGM9G38iCyJwM3 Scale = 1:13.3 T1 W1 B1 1 2 3 3x5 2x4 2x4 3-0-11 3-0-11 2-6-910.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 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) 1=100/3-0-11 (min. 0-1-8), 3=100/3-0-11 (min. 0-1-8) Max Horz1=62(LC 7) Max Uplift3=-21(LC 10) Max Grav1=100(LC 1), 3=110(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V10 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:27 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-erj0LJOIHCZiDCcfs50jrBxe7xz7wjLVOwohEeyJwM2 Scale = 1:40.9 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x5 4x5 4x5 14-6-3 14-6-3 7-3-1 7-3-1 14-6-3 7-3-1 8-5-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.03 0.02 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 113 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-6-3. (lb) - Max Horz1=-164(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 17, 18, 19, 20, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 20, 15, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 17, 18, 19, 20, 15, 14, 13, 12. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V11 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:28 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-61HOYfPw2WhZrMArPoXyOPUnELIKfBQecaYEn4yJwM1 Scale = 1:34.2 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 64x5 4x5 4x5 2x4 2x4 2x4 2x4 2x4 11-7-14 11-7-14 5-9-15 5-9-15 11-7-14 5-9-15 6-9-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-7-14. (lb) - Max Horz1=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-185(LC 10), 6=-185(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=335(LC 17), 6=335(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-275/230, 4-6=-275/229 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=185, 6=185. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V12 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:29 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-aEqml?QYpppQTWl1zW2Bxc0xDle2OfBorEHoJWyJwM0 Scale = 1:26.8 T1 T1 B1 ST1 1 2 3 43x5 4x5 3x52x4 8-9-10 8-9-10 4-4-13 4-4-13 8-9-10 4-4-13 5-1-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=207/8-9-10 (min. 0-1-8), 3=207/8-9-10 (min. 0-1-8), 4=239/8-9-10 (min. 0-1-8) Max Horz1=-96(LC 6) Max Uplift1=-33(LC 11), 3=-24(LC 10) Max Grav1=207(LC 1), 3=207(LC 1), 4=250(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V13 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:29 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-aEqml?QYpppQTWl1zW2Bxc0zZlf9OfmorEHoJWyJwM0 Scale = 1:19.6 T1 T1 B1 ST1 1 2 3 4 3x5 4x5 3x52x4 5-11-5 5-11-5 2-11-10 2-11-10 5-11-5 2-11-10 3-5-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=135/5-11-5 (min. 0-1-8), 3=135/5-11-5 (min. 0-1-8), 4=156/5-11-5 (min. 0-1-8) Max Horz1=63(LC 7) Max Uplift1=-22(LC 11), 3=-16(LC 10) Max Grav1=135(LC 1), 3=135(LC 1), 4=162(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V14 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:30 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-2QO8zLRAZ7xH4gKEXDZQTqZ9Y8?175Bx4u1LrzyJwM? Scale = 1:10.1 T1 T1 B1 ST1 1 2 3 4 3x5 4x5 3x52x4 3-1-0 3-1-0 1-6-8 1-6-8 3-1-0 1-6-8 1-9-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 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. (lb/size) 1=62/3-1-0 (min. 0-1-8), 3=62/3-1-0 (min. 0-1-8), 4=72/3-1-0 (min. 0-1-8) Max Horz1=-29(LC 6) Max Uplift1=-10(LC 11), 3=-7(LC 10) Max Grav1=62(LC 1), 3=62(LC 1), 4=75(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V15 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:31 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-WcyXAgSoKR48ipvQ5x4f016GXYJxsXt5IYmuNPyJwM_ Scale = 1:40.2 T1 W1 B1 ST2 ST11 2 3 4 7 6 53x5 2x4 2x4 2x4 2x4 2x4 2x4 9-11-5 9-11-5 8-3-710.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. WEBS 1 Row at midpt 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-11-5. (lb) - Max Horz1=231(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-122(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=372(LC 17), 7=270(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-289/160 NOTES- (7)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=122. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V16 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:32 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-_pWvO0SQ5kC?KzUceecuYFeTZyfKb?DEXCWSvryJwLz Scale = 1:27.9 T1 W1 B1 ST1 1 2 3 5 43x5 2x4 2x42x4 2x4 7-1-11 7-1-11 5-11-710.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. (lb/size) 1=67/7-1-11 (min. 0-1-8), 4=124/7-1-11 (min. 0-1-8), 5=337/7-1-11 (min. 0-1-8) Max Horz1=162(LC 9) Max Uplift1=-24(LC 6), 4=-36(LC 7), 5=-114(LC 10) Max Grav1=115(LC 18), 4=142(LC 17), 5=353(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-269/165 NOTES- (7)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=114. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V17 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:33 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-S?4HbMT2s2Ksx73pCM775SBdtM?yKS?NmsF?RIyJwLy Scale = 1:17.9 T1 W1 B1 1 2 3 3x5 2x4 2x4 4-4-1 4-4-1 3-7-710.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 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) 1=152/4-4-1 (min. 0-1-8), 3=152/4-4-1 (min. 0-1-8) Max Horz1=93(LC 7) Max Uplift3=-32(LC 10) Max Grav1=152(LC 1), 3=166(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V18 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:33 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-S?4HbMT2s2Ksx73pCM775SBguM0oKS?NmsF?RIyJwLy Scale = 1:7.9 T1 W1 B1 1 2 3 3x5 2x4 2x4 1-6-8 1-6-8 1-3-710.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-8 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) 1=40/1-6-8 (min. 0-1-8), 3=40/1-6-8 (min. 0-1-8) Max Horz1=24(LC 7) Max Uplift3=-8(LC 10) Max Grav1=40(LC 1), 3=43(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V19 Truss Type GABLE Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:34 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-wBefpiUhdMSjZHe?m3eMegknVmLj3ueX?W?ZzkyJwLx Scale = 1:36.5 T1 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2ST1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 104x5 10-9-13 10-9-13 9-0-310.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. WEBS 1 Row at midpt 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-9-13. (lb) - Max Horz1=253(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/164 NOTES- (8)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V20 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:35 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-PNC102VJOfaaBRDBKm9bAtGzx9hnoMjgDAk6VAyJwLw Scale = 1:31.0 T1 W1 B1 ST1 1 2 3 5 43x5 2x4 2x42x4 2x4 8-0-3 8-0-3 6-8-310.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. (lb/size) 1=106/8-0-3 (min. 0-1-8), 4=118/8-0-3 (min. 0-1-8), 5=373/8-0-3 (min. 0-1-8) Max Horz1=184(LC 7) Max Uplift1=-16(LC 6), 4=-40(LC 7), 5=-127(LC 10) Max Grav1=152(LC 18), 4=138(LC 17), 5=391(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-298/183 NOTES- (7)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=127. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V21 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:36 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-tamQDOVx9ziRoboNtUgqj5p5JZ?XXpkqSqUf2dyJwLv Scale = 1:21.5 T1 W1 B1 1 2 3 3x5 2x4 2x4 5-2-9 5-2-9 4-4-310.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 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) 1=187/5-2-9 (min. 0-1-8), 3=187/5-2-9 (min. 0-1-8) Max Horz1=115(LC 7) Max Uplift3=-40(LC 10) Max Grav1=187(LC 1), 3=204(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V22 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:36 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-tamQDOVx9ziRoboNtUgqj5pAdZ2AXpkqSqUf2dyJwLv Scale = 1:11.0 T1 W1 B1 1 2 3 3x5 2x4 2x4 2-5-0 2-5-0 2-0-310.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 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. (lb/size) 1=75/2-5-0 (min. 0-1-8), 3=75/2-5-0 (min. 0-1-8) Max Horz1=46(LC 7) Max Uplift3=-16(LC 10) Max Grav1=75(LC 1), 3=82(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V23 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:37 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-LmJoRkWZwHqIQkNaRBB3FIMLazOXGGuzhUDDa3yJwLu Scale = 1:11.8 T1 T1 B1 ST1 1 2 3 4 3x5 4x5 3x52x4 3-9-11 3-9-11 1-10-13 1-10-13 3-9-11 1-10-13 2-2-1014.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 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) 1=80/3-9-11 (min. 0-1-8), 3=80/3-9-11 (min. 0-1-8), 4=93/3-9-11 (min. 0-1-8) Max Horz1=37(LC 7) Max Uplift1=-13(LC 11), 3=-9(LC 10) Max Grav1=80(LC 1), 3=80(LC 1), 4=97(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and rightexposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V24 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:38 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-pytAe4XBhay92uxm?viIoWuULNif?jk7v8zm6VyJwLt Scale = 1:16.6 T1 W1 B1 ST1 1 2 3 5 4 6 3x5 2x4 2x42x4 2x4 7-9-5 7-9-5 3-2-145.00 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 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. (lb/size) 1=81/7-9-5 (min. 0-1-8), 4=122/7-9-5 (min. 0-1-8), 5=349/7-9-5 (min. 0-1-8) Max Horz1=93(LC 9) Max Uplift4=-9(LC 12), 5=-50(LC 12) Max Grav1=81(LC 1), 4=140(LC 18), 5=361(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-274/102 NOTES- (8)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks Job B19-10008 Truss V25 Truss Type Valley Qty 1 Ply 1 Curless Residence Job Reference (optional)Run: 8.200 s Mar 11 2018 Print: 8.200 s Mar 11 2018 MiTek Industries, Inc. Tue Nov 12 13:48:39 2019 Page 1K & K Industries Inc, Montgomery, In 47558, Greg Knepp ID:rYbVF922jICbyGa1QLtyG7yhK5b-H9RYsQYpSu40g2WyZcEXLjRhFn36jAUG8oiKexyJwLs Scale = 1:6.2 T1 W1 B1 1 2 3 3x5 5x8 2-2-1 2-2-1 0-10-145.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-12], [2:Edge,0-1-14], [3:0-1-12,0-0-0] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 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) 1=52/2-2-1 (min. 0-1-8), 3=52/2-2-1 (min. 0-1-8) Max Horz1=18(LC 9) Max Uplift1=-2(LC 12), 3=-6(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 12/31/19 Mike Sheeks