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Home My WebLink AboutTRUSS SPECS - M19-00124 - Zeddies - 953 E Moody Rd - New SFR812 =5x6 =5x8 =12x12=3x8 =6x8 =3x4 =4x8 =4x5 =5x8 =8x12 =5x6 =3x8 =4x12 =1.5x4 =4x12 =1.5x4 =MT20HS 10x20 =3x8 =3x8 =1.5x4 =3x8 =1.5x4 =1.5x4 =5x6 =1.5x4 =1.5x4 =4x12 =1.5x4 =8x12 =4x12 =1.5x4 =3x8 =1.5x4 =3x8 =1.5x4 =1.5x4 =5x6 =1.5x4 =4x8=10x16 1 2 43 42 5941 60 40 6139 6238 6337 36 35 6434 6533 6632 31 67 30 68 29 2869 70 27 71 26 72 25 73 245650 5847 3 23 54 5751 4 22 48 5244 21555 49 6 2046 7 19 8 1853 9 17 45 16101115 12 14 13 T2 T1 T2 T3 B1 B3B2 W 1 W2 W 3 W 4 W 5 W 6 W 7 W8 W 9 W10 W 3 W2 W 1 S T 1 3 S T 1 4 S T 9 S T 1 0 S T 1 1 S T 1 2 S T 7 S T 8 S T 5 S T 6 S T 4 S T 2 S T 3 S T 1 S T 1 5 S T 1 6 S T 1 7 S T 1 8 S T 1 9 S T 2 0 S T 2 1 S T 2 2 S T 4 S T 2 S T 3 S T 1 1-6-0-1-6-0 4-7-813-10-84-7-89-3-0 4-7-832-4-84-7-827-9-04-7-84-7-8 4-7-837-0-04-7-823-1-84-7-818-6-0 2-8-1218-6-0 4-6-427-9-04-7-89-3-0 4-7-832-4-84-7-84-7-8 4-7-837-0-04-8-1223-2-126-6-415-9-4 13 -8 -3 0-8-0 13 -0 -0 Scale = 1:76.8 Plate Offsets (X, Y):[2:0-1-3,0-1-9], [5:0-3-0,0-3-0], [21:0-3-0,0-3-0], [26:0-5-12,0-1-8], [28:0-3-8,0-5-4], [32:0-6-0,0-6-0], [40:0-7-4,Edge], [42:0-5-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.11 40-41 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.15 40-41 >999 240 MT20HS 165/146 BCLL 0.0 *Rep Stress Incr NO WB 0.71 Horz(CT)0.03 24 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 40-41 >999 240 Weight: 836 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST18:2x4 DF 1800F 1.6E or 2x4 DFNo.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 35-36,34-35,33-34,32-33,31-32. WEBS 1 Row at midpt 13-34 JOINTS 1 Brace at Jt(s): 44, 46, 48, 51,52, 54, 55, 57 REACTIONS All bearings 0-5-8. (lb) -Max Horiz 2=342 (LC 31) Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-1208 (LC 8), 24=-794 (LC 9), 31=-2106 (LC 9), 36=-2894 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) except 2=4218 (LC 19), 24=4345 (LC 20), 31=6982 (LC 1), 36=8927 (LC 1) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6883/2020, 3-4=-6423/1932, 4-5=-3909/1020, 5-6=-3693/976, 6-7=-3353/932, 7-8=-604/1870, 8-9=-656/2181, 9-10=-662/2467, 10-11=-455/1798, 11-12=-547/2495, 12-13=-487/2297, 13-14=-481/2332, 14-15=-461/2401, 15-16=-465/2430, 16-17=-573/2736, 17-18=-645/2816, 18-19=-642/2575, 19-20=-368/15, 20-21=-460/0, 21-22=-617/0, 22-23=-3913/727, 23-58=-4240/720, 24-58=-4325/716 BOT CHORD 2-43=-1762/5303, 42-43=-1762/5303, 42-59=-1762/5303, 41-59=-1762/5303, 41-60=-1762/5303, 40-60=-1762/5303,40-61=-927/3113, 39-61=-927/3113, 39-62=-927/3113, 38-62=-927/3113, 38-63=-927/3113, 37-63=-927/3113,36-37=-927/3113, 35-36=-2161/931, 35-64=-2161/931, 34-64=-2161/931, 34-65=-2254/840, 33-65=-2254/840,33-66=-2254/840, 32-66=-2254/840, 31-32=-2254/840, 31-67=-40/397, 30-67=-40/397, 30-68=-40/397, 29-68=-40/397,28-29=-40/397, 28-69=-511/3283, 69-70=-511/3283, 27-70=-511/3283, 27-71=-511/3283, 26-71=-511/3283,26-72=-511/3283, 25-72=-511/3283, 25-73=-511/3283, 24-73=-511/3283 WEBS 4-42=-927/2256, 4-51=-2496/1045, 50-51=-2885/1176, 40-50=-2612/1130, 7-40=-1828/6235, 7-49=-6552/1929, 48-49=-6773/1991, 47-48=-6819/1999, 36-47=-6987/2055, 10-46=-1906/607, 36-46=-1783/556, 10-45=-342/443,44-45=-450/490, 34-44=-461/546, 13-34=-2480/466, 34-52=-217/687, 52-53=-230/726, 16-53=-191/529, 16-31=-572/206,31-54=-4658/1127, 54-55=-4524/1103, 19-55=-4226/1027, 19-28=-1041/4451, 28-56=-3645/922, 56-57=-3643/905,22-57=-3399/848, 22-26=-749/3210, 12-44=-524/180, 35-44=-604/202, 11-45=-181/1111, 45-46=-94/1114,46-47=-50/1005, 37-47=-120/1230, 9-48=-115/472, 38-48=-117/535, 8-49=-175/483, 39-49=-232/783, 6-50=-113/458,5-51=-247/385, 41-51=-421/1079, 3-43=-266/649, 14-52=-292/102, 33-52=-274/92, 32-53=-455/135, 17-54=-260/116,18-55=-122/337, 29-55=-161/673, 21-57=-187/268, 27-57=-207/694, 23-25=-187/598 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Job Truss Truss Type Qty Ply 19-067310T A01 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:18:59 Page: 1 ID:RvWMfkQwfN9mRNehyA1g1kyj16K-CdFKXpC7ypQ_uD9zSNE54vvKd9nq8N1gZ0UAhjyj0YS Continued on page 2 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x6 MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1208 lb uplift at joint 2, 2893 lb uplift at joint 36, 2105 lb uplift at joint 31 and 793 lb uplift at joint 24. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 39 lb up at 35-9-8 on top chord, and 4271 lb down and 1668 lb up at 6-1-8, 1769 lb down and 363 lb up at 8-0-12, 1769 lb down and 359 lb up at 10-0-12, 1769 lb down and 354 lb up at 12-0-12, 1769 lb down and 349 lb up at 14-0-12, 147 lb down and 723 lb up at 16-0-12, 147 lb down and 723 lb up at 18-0-12, 147 lb down and 723 lb up at 20-0-12, 147 lb down and 723 lb up at 22-0-12, 28 lb down and 20 lb up at 23-9-8, 1304 lb down and 298 lb up at 24-0-12, 28 lb down and 20 lb up at 25-9-8, 1304 lb down and 298 lb up at 26-0-12, 28 lb down and 20 lb up at 27-9-8, 1304 lb down and 298 lb up at 28-0-12, 28 lb down and 20 lb up at 29-9-8, 1304 lb down and 298 lb up at 30-0-12, 28 lb down and 20 lb up at 31-9-8, 1294 lb down and 293 lb up at 32-0-12, 28 lb down and 20 lb up at 33-9-8, 1769 lb down and 349 lb up at 34-0-12, and 75 lb down and 100 lb up at 35-9-8, and 1771 lb down and 347 lb up at 36-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-13=-84, 13-24=-84, 2-24=-14 Concentrated Loads (lb) Vert: 36=219 (B), 28=-28 (F), 59=-4271 (B), 60=-1769 (B), 61=-1769 (B), 62=-1769 (B), 63=-1769 (B), 64=219 (B), 65=219 (B), 66=219 (B), 67=-1332 (F=-28,B=-1304), 68=-1332 (F=-28, B=-1304), 69=-1304 (B), 70=-1332 (F=-28, B=-1304), 71=-1322 (F=-28, B=-1294), 72=-1797 (F=-28, B=-1769), 73=-1757 (F=14,B=-1771) Job Truss Truss Type Qty Ply 19-067310T A01 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:18:59 Page: 2 ID:RvWMfkQwfN9mRNehyA1g1kyj16K-CdFKXpC7ypQ_uD9zSNE54vvKd9nq8N1gZ0UAhjyj0YS 812 =8x12 =8x12 =4x8 =8x12 =4x8 =12x12 =4x8 =12x12 =MT20HS 10x20 =8x12 =4x8 =5x6 =5x6 =3x6 =3x6 =6x8 111 2 18 17 13 12 10 16 15 14 2219 3 9 4 8 20 21 5 7 6 T1 T2 T1 T2 B1 B3 B1B2 W2W2 W 1 W 1 W 3 W 3 W4 5 -1 -0 16-0-0 1-6-0-1-6-0 1-6-036-6-01-8-117-6-0 1-8-119-2-14-1-129-3-4 4-1-1229-10-8 5-1-835-0-05-1-85-1-8 6-6-1115-9-15 6-6-1125-8-12 4-6-49-3-4 4-6-430-3-04-9-04-9-0 4-9-035-0-016-5-825-8-12 13 -0 -3 0-8-0 9 -1 -1412 -4 -0 Scale = 1:74.2 Plate Offsets (X, Y):[2:Edge,0-0-0], [4:0-7-5,0-0-12], [5:0-0-2,0-5-0], [6:0-4-0,Edge], [7:0-0-2,0-5-0], [8:0-7-5,0-0-12], [14:0-5-8,0-8-8], [16:0-5-8,0-8-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL)-0.55 14-16 >751 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.85 14-16 >487 240 MT20HS 110/93 BCLL 0.0 *Rep Stress Incr YES WB 0.46 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.18 14-16 >999 240 Weight: 313 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E*Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* B3,B2:1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* W3:2x6 DF 1800F 1.6E or 2x6 DF SS,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=2091/0-5-8, (min. 0-2-8), 10=2091/0-5-8, (min. 0-2-8) Max Horiz 2=325 (LC 11) Max Uplift 2=-205 (LC 12), 10=-205 (LC 13) Max Grav 2=2332 (LC 20), 10=2332 (LC 21) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3494/214, 3-19=-3330/235, 3-4=-3270/135, 4-20=-2238/232, 5-20=-2004/243, 5-6=-61/1940, 6-7=-57/1936, 7-21=-2008/246, 8-21=-2242/235, 8-9=-3276/141, 9-22=-3334/239, 10-22=-3499/218 BOT CHORD 2-18=-306/3047, 17-18=-287/3074, 16-17=-265/3082, 15-16=0/2338, 14-15=0/2338, 13-14=-49/2841, 12-13=-70/2833,10-12=-90/2807 WEBS 8-14=0/1617, 9-14=-933/378, 4-16=0/1612, 3-16=-933/371, 5-7=-4513/300, 3-18=-551/184, 9-12=-551/184 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-11-0, Interior (1) 1-11-0 to 17-6-0, Exterior (2) 17-6-0 to 21-0-0, Interior (1) 21-0-0 to 36-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 10.9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T B01 Common 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:00 Page: 1 ID:ScodKsTZdcZeqVeMvt5Xvayj13g-cCxT9rE0EkoZlhuY7VnoiYXmpNtqLig7F_jqI2yj0YP 8 12 =4x8 =8x12 =8x12 =8x12 =4x8 =12x12 =4x8 =12x12 =MT20HS 10x20 =8x12 =4x8 =5x6 =5x6 =3x6 =3x6 =6x8 10 1 17 16 12 11 9 15 14 13 21 18 2 8 3 7 19 20 4 6 5 T1 T2 T3 T2 B1 B3 B1B2 W2W2 W 1 W 1 W 3 W 3 W4 16-0-0 1-6-036-6-01-8-117-6-0 1-8-119-2-14-1-129-3-4 4-1-1229-10-85-1-85-1-8 5-1-835-0-06-6-1115-9-15 6-6-1125-8-12 4-6-49-3-4 4-6-430-3-0 4-9-035-0-04-9-04-9-0 16-5-825-8-12 13 -0 -3 0-8-0 9 -1 -1412 -4 -0 Scale = 1:74.2 Plate Offsets (X, Y):[3:0-7-5,0-0-12], [4:0-0-2,Edge], [5:0-4-0,Edge], [6:0-0-2,Edge], [7:0-7-5,0-0-12], [13:0-5-8,0-8-8], [15:0-5-8,0-8-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.55 13-15 >748 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.85 13-15 >485 240 MT20HS 110/93 BCLL 0.0 *Rep Stress Incr YES WB 0.48 Horz(CT)0.06 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.18 13-15 >999 240 Weight: 310 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E*Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* B3,B2:1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* W3:2x6 DF 1800F 1.6E or 2x6 DF SS,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 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=1935/0-5-8, (min. 0-2-5), 9=2095/0-5-8, (min. 0-2-8) Max Horiz 1=-317 (LC 10) Max Uplift 1=-156 (LC 12), 9=-206 (LC 13) Max Grav 1=2196 (LC 20), 9=2335 (LC 21) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3539/240, 2-18=-3375/253, 2-3=-3280/139, 3-19=-2242/233, 4-19=-2008/244, 4-5=-64/1948, 5-6=-58/1940, 6-20=-2014/249, 7-20=-2248/238, 7-8=-3286/145, 8-21=-3338/240, 9-21=-3502/219 BOT CHORD 1-17=-328/3093, 16-17=-309/3117, 15-16=-287/3124, 14-15=0/2345, 13-14=0/2345, 12-13=-56/2845, 11-12=-71/2836,9-11=-91/2810 WEBS 7-13=0/1622, 8-13=-932/378, 3-15=0/1623, 2-15=-985/394, 4-6=-4529/319, 2-17=-540/207, 8-11=-555/183 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 3-8-12, Interior (1) 3-8-12 to 17-6-0, Exterior (2) 17-6-0 to 21-0-0, Interior (1) 21-0-0 to 36-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 206 lb uplift at joint 9.9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T B02 Common 5 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:01 Page: 1 ID:ScodKsTZdcZeqVeMvt5Xvayj13g-5OVrNBFe?2wQMqTkhDI1El4y_nDu4ArGTeSNqUyj0YO 8 12 =6x8 =8x12 =8x12 =3x6 =8x12 =3x8 =3x6 =8x12=3x8 =10x16 =6x8 =3x6 =3x6 =6x8 10 1 15 14 13 16 12 11 9 2 8 3 7 4 6 5 T1 T2 T3 T2 B2B1 W2 W 1 W2 W 1 W 3 W 3 W4 16-0-0 1-6-036-6-01-8-117-6-0 1-8-119-2-14-1-129-3-4 4-1-1229-10-85-1-85-1-8 5-1-835-0-06-6-1125-8-126-6-1115-9-15 4-6-49-3-4 4-6-430-3-0 4-9-035-0-04-9-04-9-0 16-5-825-8-12 13 -0 -3 0-8-0 9 -1 -1412 -4 -0 Scale = 1:74.2 Plate Offsets (X, Y):[1:0-4-0,0-1-9], [5:0-4-0,Edge], [9:0-4-0,0-1-9], [12:0-5-8,0-6-0], [14:0-5-8,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL)-0.31 12-14 >999 360 MT20 137/130 TCDL 7.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.48 12-14 >864 240 BCLL 0.0 *Rep Stress Incr NO WB 0.14 Horz(CT)0.02 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.12 12-14 >999 240 Weight: 672 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E*Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* W3:2x6 DF 1800F 1.6E or 2x6 DF SS, W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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=2093/0-5-8, (min. 0-1-8), 9=2326/0-5-8, (min. 0-1-8) Max Horiz 1=-315 (LC 26) Max Uplift 1=-207 (LC 8), 9=-275 (LC 9) Max Grav 1=2305 (LC 34), 9=2498 (LC 35) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3596/303, 2-3=-3601/250, 3-4=-2422/308, 4-5=-147/2192, 5-6=-149/2194, 6-7=-2419/307, 7-8=-3615/261,8-9=-3553/319 BOT CHORD 1-15=-374/3231, 14-15=-364/3303, 13-14=-69/2557, 13-16=-69/2557, 12-16=-69/2557, 11-12=-145/2981, 9-11=-159/2908 WEBS 7-12=-10/1907, 8-12=-900/374, 8-11=-857/106, 3-14=0/1878, 2-14=-975/401, 2-15=-869/122, 4-6=-5071/479 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 3 rows staggered at 0-9-0 oc.Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 1 and 275 lb uplift at joint 9. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 366 lb down and 119 lb up at 20-8-0 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 + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-94, 4-5=-84, 5-6=-84, 6-7=-94, 7-10=-84, 1-14=-14, 12-14=-34, 9-12=-14, 4-6=-10 Concentrated Loads (lb) Vert: 16=-366 (B) Job Truss Truss Type Qty Ply 19-067310T B03 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:01 Page: 1 ID:5nFHupV7ZIPBjRwCAAlsptyj0eX-5OVrNBFe?2wQMqTkhDI1El4?_nGN4KzGTeSNqUyj0YO 8 12 =8x12 =8x12 =4x8 =8x12 =4x8 =12x12 =4x8 =12x12 =MT20HS 10x20 =8x12 =4x8 =5x6 =5x6 =8x12 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 111 2 18 17 13 12 10 16 15 14 3936 3 9 4 8 37 38 5 7 6 T1 T2 T1 T2 B1 B3 B1B2 W2W2 W 1 W 1 W 3 W 3 W4 S T 5 S T 4 S T 3 S T 2 S T 1 S T 4 S T 3 S T 2 S T 1 16-0-0 1-6-0-1-6-0 1-6-036-6-01-8-117-6-0 1-8-119-2-14-1-129-3-4 4-1-1229-10-8 5-1-835-0-05-1-85-1-8 6-6-1115-9-15 6-6-1125-8-12 4-6-49-3-4 4-6-430-3-04-9-04-9-0 4-9-035-0-016-5-825-8-12 13 -0 -3 0-8-0 9 -1 -1412 -4 -0 Scale = 1:74.2 Plate Offsets (X, Y):[4:0-7-5,0-0-12], [5:0-0-2,Edge], [7:0-0-2,Edge], [8:0-7-5,0-0-12], [14:0-5-8,0-8-8], [16:0-5-8,0-8-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.55 14-16 >751 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.85 14-16 >487 240 MT20HS 110/93 BCLL 0.0 *Rep Stress Incr YES WB 0.45 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.18 14-16 >999 240 Weight: 336 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E*Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* B3,B2:1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* W3:2x6 DF 1800F 1.6E or 2x6 DF SS,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-13 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)2=2091/0-5-8, (min. 0-2-8), 10=2091/0-5-8, (min. 0-2-8) Max Horiz 2=325 (LC 11) Max Uplift 2=-205 (LC 12), 10=-205 (LC 13) Max Grav 2=2332 (LC 20), 10=2332 (LC 21) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-3494/214, 3-36=-3330/235, 3-4=-3270/135, 4-37=-2238/232, 5-37=-2004/243, 5-6=-61/1940, 6-7=-57/1936, 7-38=-2008/246, 8-38=-2242/235, 8-9=-3276/141, 9-39=-3334/239, 10-39=-3499/218 BOT CHORD 2-18=-306/3047, 17-18=-287/3074, 16-17=-265/3082, 15-16=0/2338, 14-15=0/2338, 13-14=-49/2841, 12-13=-70/2833, 10-12=-90/2807 WEBS 8-14=0/1617, 9-14=-933/378, 4-16=0/1612, 3-16=-933/371, 5-7=-4513/300, 3-18=-551/184, 9-12=-551/184 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-11-0, Interior (1) 1-11-0 to 17-6-0, Exterior (2) 17-6-0 to 21-0-0, Interior (1) 21-0-0 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x6 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 10)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 10. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T C01 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:01 Page: 1 ID:ScodKsTZdcZeqVeMvt5Xvayj13g-5OVrNBFe?2wQMqTkhDI1El4y?nDu4AwGTeSNqUyj0YO 4.8 12 =3x4 =3x4=4x5 =3x4 =1.5x4 =4x5 1 2 14 15 16 7 17 18 6 8 3 9 10 4 11 12 13 5 T1 W 3 B1 W 1 W2 HW1 2-6-0 -2-6-0 4-11-0 9-10-0 4-11-0 4-11-0 0-0-8 0-0-8 4-10-8 4-11-0 4-11-0 9-10-0 5 -3 -0 0-8-0 4 -7 -3 Scale = 1:45.2 Plate Offsets (X, Y):[2:0-3-4,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.02 6-7 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 6-7 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.33 Horz(CT)0.01 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.01 6-7 >999 240 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 2-7-2 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=743/0-8-3, (min. 0-1-8), 6=691/ Mechanical, (min. 0-1-8) Max Horiz 2=190 (LC 8) Max Uplift 2=-232 (LC 4), 6=-308 (LC 8) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-767/206, 3-8=-706/200, 3-9=-681/205, 9-10=-619/200, 4-10=-617/187, 5-6=-339/208 BOT CHORD 2-14=-281/606, 14-15=-281/606, 15-16=-281/606, 7-16=-281/606, 7-17=-281/606, 17-18=-281/606, 6-18=-281/606 WEBS 4-6=-645/300 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 6 and 232 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 161 lb up at 1-9-14, 84 lb down and 42 lb up at 3-3-4, 88lb down and 55 lb up at 4-3-14, 64 lb down and 121 lb up at 6-7-4, and 114 lb down and 107 lb up at 6-9-14, and 143 lb down and 147 lb up at 9-3-14 on top chord, and 5 lb down at 1-9-14, 5 lb down at 3-3-4, 7 lb down at 4-3-14, 36 lb down at 6-7-4, and 25 lb down at 6-9-14, and 66 lb down at 9-3-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 2-6=-14 Concentrated Loads (lb) Vert: 8=27 (F), 11=-100 (F=-36, B=-64), 13=-143 (F), 14=-2 (F), 17=-25 (F=-10, B=-15), 18=-27 (F) Job Truss Truss Type Qty Ply 19-067310T CJ01 Diagonal Hip Girder 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:01 Page: 1 ID:OESOjg5?khAQ5Wr4Xi7y3Syj1Bv-5OVrNBFe?2wQMqTkhDI1El41VnGw4HyGTeSNqUyj0YO 4.8 12 =1.5x4 =1.5x4=3x6 =6x8 1 2 5 3 4 T1 W 1 B1HW1 1-8-15 1-8-15 2-6-0 -2-6-0 1-8-15 2 -0 -2 0-8-0 1 -4 -6 Scale = 1:31.8 Plate Offsets (X, Y):[2:0-4-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)0.00 2-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 2-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 1-4-5 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-14 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)2=464/0-3-8, (min. 0-1-8), 5=-93/ Mechanical, (min. 0-1-8) Max Horiz 2=64 (LC 12) Max Uplift 2=-184 (LC 8), 5=-93 (LC 1) Max Grav 2=464 (LC 1), 5=61 (LC 8) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CCorner (3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 5 and 184 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T CJ02 Diagonal Hip Girder 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:qP5n0Wd9zPz_7OACe1NQu1yj17L-Za2DaXGGmM2H__2wFwpGnzdCWAf_ppKQiICxMxyj0YN 8 12 =5x8 =3x4 =3x4=10x16=6x8 1 7 6 5 2 8 9 3 10 4 W 1 T2 T1 W 5 B1W2 W 3 W4 0-1-12 0-1-12 1-6-0-1-6-0 6-11-87-1-4 7-1-414-2-8 7-1-4 7-1-4 7-1-4 14-2-8 10 -9 -14 0-8-0 10 -1 -11 Scale = 1:67.7 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [6:0-2-8,Edge], [7:Edge,0-4-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.05 5-6 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.09 5-6 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.23 Horz(CT)0.01 5 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.01 6-7 >999 240 Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)5=673/ Mechanical, (min. 0-1-8), 7=836/0-5-8, (min. 0-1-8) Max Horiz 7=352 (LC 12) Max Uplift 5=-197 (LC 12), 7=-83 (LC 12) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-793/131, 2-8=-808/0, 8-9=-655/0, 3-9=-514/0 BOT CHORD 6-7=-491/716, 5-6=-200/544 WEBS 2-6=-270/308, 3-6=0/270, 3-5=-664/244 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 14-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 7 and 197 lb uplift at joint 5. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T D01 Monopitch 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:DY14XDp3IJ3G8KiNsWgFpOyj19h-Za2DaXGGmM2H__2wFwpGnzd8fAcGpmgQiICxMxyj0YN 8 12 =5x8 =3x4 =3x4=3x4 =1.5x4 =3x4 =3x4 1 2 7 6 8 3 9 4 10 5 T2 T1 W 3 B1 W 1 W2 HW1 1-6-0-1-6-0 7-1-47-1-4 7-1-414-2-8 7-1-4 7-1-4 7-1-4 14-2-8 10 -9 -14 0-8-0 10 -1 -11 Scale = 1:65.9 Plate Offsets (X, Y):[2:0-1-13,0-0-8], [4:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.05 6-7 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.08 6-7 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.18 Horz(CT)0.01 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.03 2-7 >999 240 Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 4-2-5 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 5-6, 4-6 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=829/0-5-8, (min. 0-1-8), 6=682/0-2-8, (min. 0-1-8) Max Horiz 2=355 (LC 12) Max Uplift 2=-81 (LC 12), 6=-198 (LC 12) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-845/0, 3-8=-704/0, 3-9=-671/0, 4-9=-531/0 BOT CHORD 2-7=-202/558, 6-7=-203/557 WEBS 4-7=0/279, 4-6=-680/248 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 14-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 6 and 81 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T D02 Monopitch 5 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:7gvjCfuuKfHeJ0?Uajn7w9yj18I-Za2DaXGGmM2H__2wFwpGnzdBaAbApnSQiICxMxyj0YN 8 12 =3x4 =3x4 =3x4 1 2 18 17 16 15 14 13 12 3 4 5 6 7 8 9 10 11 T2 T1 W 1 B1HW1 S T 6 S T 5 S T 4 S T 3 S T 2 S T 1 1-6-0-1-6-0 14-2-814-2-8 14-2-8 10 -9 -14 0-8-0 10 -1 -11 Scale = 1:65.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(CT)0.00 12 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EOTHERS2x4 DF Stud/Std *Except* ST6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-6-4 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 11-12, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 14-2-8. (lb) -Max Horiz 2=421 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 13, 14, 15, 16, 17 except 18=-156 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17, 18 except 2=306 (LC 21) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/382, 3-4=-451/385, 4-5=-354/273, 5-6=-352/287, 6-7=-295/240 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-7-0 to 1-5-0, Exterior (2) 1-5-0 to 14-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 13, 14, 15, 16, 17 except (jt=lb) 18=155. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T D03 Monopitch Supported Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:mRaPb7d5WvVmgdKFH5Nz1Wyj18e-Za2DaXGGmM2H__2wFwpGnzdHnAfrpnyQiICxMxyj0YN =2x4 =3x4 =1.5x4 =4x5=3x8 =1.5x4 =2x4 =3x8 =4x12 =1.5x4 =2x4 =3x4 =1.5x4 =1.5x4 =2x4 =4x12 =1.5x4 =2x4 =4x12 15 20 14 13 12 11 10 917 1916 18 1 2 3 4 5 6 7 8 W 1 T1 W 1 B1 W 2 W 1 W3 W 1 W 2 S T 1 S T 2 S T 3 S T 4 S T 5 S T 6 S T 7 3-11-9 3-11-9 4-1-5 8-0-15 3-11-9 12-0-8 1-9-93-11-92-2-02-2-0 3-11-912-0-84-1-58-0-15 10 -1 -11 Scale = 1:63.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)0.00 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 14-15 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.03 Horz(CT)0.00 9 n/a n/a BCDL 15.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.00 14-15 >999 240 Weight: 367 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EOTHERS2x4 DF Stud/Std *Except* ST3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 8-9JOINTS1 Brace at Jt(s): 1, 8, 16, 18, 19 REACTIONS All bearings 9-10-8. except 15= Mechanical (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 11, 12 except 14=-222(LC 4), 15=-105 (LC 4) Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11 except 12=306 (LC 1), 14=795 (LC 1), 15=381 (LC 1) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) 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. 5)Provide adequate drainage to prevent water ponding. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11, 12, 10 except (jt=lb) 15=105, 14=221. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 643 lb down and 227 lb up at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-8=-84, 9-15=-30 Concentrated Loads (lb) Vert: 20=-643 (F) Job Truss Truss Type Qty Ply 19-067310T E01 Flat Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:ikbSkZqh3dB7lUHZQECULcyj19g-Za2DaXGGmM2H__2wFwpGnzdJgAezpprQiICxMxyj0YN 612 =5x6 =4x5 =5x8 =5x8 =3x4 =5x8 =5x6 =3x4 =5x6 =4x5 91 2 12 17 18 11 19 20 10 8 1613 73 64 1514 5 T2 T1 T2 T1 B1 B1B2B2 W 4 W3 W 2 W1 W 3 W2 W 1 1-6-0-1-6-0 1-6-038-6-06-2-030-10-06-2-012-4-0 6-2-037-0-06-2-06-2-0 6-2-018-6-0 6-2-024-8-0 9-3-027-9-09-3-018-6-0 9-3-037-0-09-3-09-3-0 10 -3 -15 0-5-0 9 -8 -0 Scale = 1:67.7 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0], [12:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.30 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.43 11-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.30 Horz(CT)0.13 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.11 11-12 >999 240 Weight: 176 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-5-15 oc bracing: 2-12. WEBS 1 Row at midpt 6-11, 4-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 8=1941/0-5-8, (min. 0-2-1) Max Horiz 2=-177 (LC 13) Max Uplift 2=-385 (LC 12), 8=-385 (LC 13) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3298/593, 3-13=-3190/608, 3-4=-2947/563, 4-14=-2093/463, 5-14=-1967/483, 5-15=-1967/483, 6-15=-2093/463, 6-7=-2947/564, 7-16=-3190/609, 8-16=-3298/593 BOT CHORD 2-12=-617/2810, 12-17=-416/2329, 17-18=-416/2329, 11-18=-416/2329, 11-19=-296/2329, 19-20=-296/2329,10-20=-296/2329, 8-10=-440/2810 WEBS 5-11=-249/1288, 6-11=-838/325, 6-10=-91/479, 7-10=-410/228, 4-11=-838/325, 4-12=-90/479, 3-12=-410/228 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-10, Interior (1) 2-1-10 to 18-6-0, Exterior (2) 18-6-0 to 22-2-6, Interior (1) 22-2-6 to 38-6-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint 2 and 385 lb uplift at joint 8. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G01 Monopitch 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:aEIX07gX7dYziUn39?TRKsyj19t-Za2DaXGGmM2H__2wFwpGnzdDAAW9plhQiICxMxyj0YN 612 =5x6 =5x6 =3x6 =2x4 =5x8 =2x4 =2x4=6x8 =5x8 =5x6 =5x8 =3x6 =5x8 =1.5x4 =4x12 =5x6 1 2 17 16 12 11 1015222314242513 18 2139 4 8 5 71920 6 T2 T1 T3 T4 B1 B6 B 2 B3 B4 B 5 W2 W3 W4 W 5 W 6 W7 W 8 W10 W 1 W 1 1 W9 HW2 1-6-0-1-6-0 4-1-08-3-124-2-124-2-12 4-4-822-10-8 4-6-427-4-12 4-7-836-9-04-8-1232-1-85-0-418-6-05-2-013-5-12 4-2-124-2-12 4-2-128-5-8 4-7-836-9-04-10-832-1-88-9-027-3-010-0-818-6-0 10 -3 -15 0-5-0 0-6-81-0-0 9 -8 -0 1-0-0 Scale = 1:68.9 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [9:0-3-0,0-3-0], [11:0-3-8,0-2-0], [13:0-2-12,0-3-4], [14:0-4-0,0-3-0], [15:0-2-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.21 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.36 14-15 >946 240 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 13-14 >999 240 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B5:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W5,W6,W7,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 3-6-1 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=309/0-5-2, (min. 0-1-8), 10=1318/ Mechanical, (min. 0-1-8), 16=2097/0-5-8, (min. 0-2-4) Max Horiz 2=189 (LC 16) Max Uplift 2=-67 (LC 12), 10=-284 (LC 13), 16=-410 (LC 12) Max Grav 2=420 (LC 23), 10=1318 (LC 1), 16=2097 (LC 1) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-227/256, 3-18=-140/271, 3-4=-147/706, 4-5=-47/714, 5-19=-1171/305, 6-19=-1067/322, 6-20=-1067/327, 7-20=-1156/312, 7-8=-2412/610, 8-9=-2402/510, 9-21=-2228/502, 10-21=-2380/491 BOT CHORD 15-16=-2077/404, 4-15=-399/193, 15-22=-93/737, 22-23=-93/737, 14-23=-93/737, 14-24=-142/1449, 24-25=-142/1449,13-25=-142/1449, 8-13=-377/185, 10-11=-384/2025 WEBS 3-15=-505/257, 5-15=-1945/328, 5-14=0/445, 6-14=-176/597, 7-14=-855/328, 7-13=-305/1075, 9-11=-345/118, 11-13=-364/1986 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 22-2-2, Interior (1) 22-2-2 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2, 284 lb uplift at joint 10 and 410 lb uplift at joint 16. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G02 Common 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:02 Page: 1 ID:Sk0dHgWOAdwpeUIZumkOI7yj1A4-Za2DaXGGmM2H__2wFwpGnzdDXAWvpcdQiICxMxyj0YN 612 =5x6 =5x6 =3x6 =2x4 =5x8 =2x4 =2x4=6x8 =5x8 =5x6 =5x8 =3x6 =5x8 =4x12=1.5x4 =5x6 1 2 17 16 12 11 1015212214232413 18 2039 4 8 1957 6 T2 T1 T3 T4 B1 B6 B 2 B3 B4 B 5 W2 W3 W4 W 5 W 6 W7 W 8 W10 W 1 1 W9 W 1 HW2 1-6-0-1-6-0 4-1-08-3-124-2-124-2-12 4-4-822-10-8 4-6-427-4-12 4-7-836-9-04-8-1232-1-85-0-418-6-05-2-013-5-12 4-2-124-2-12 4-2-128-5-8 4-7-836-9-04-10-832-1-88-9-027-3-010-0-818-6-0 10 -3 -15 0-5-0 0-6-81-0-0 9 -8 -0 1-0-0 Scale = 1:68.9 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [9:0-3-0,0-3-0], [11:0-3-8,0-2-0], [13:0-2-12,0-3-4], [14:0-4-0,0-3-0], [15:0-2-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.21 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.36 14-15 >946 240 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 13-14 >999 240 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B5:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W5,W6,W7,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 3-6-1 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=309/0-5-2, (min. 0-1-8), 10=1318/ Mechanical, (min. 0-1-8), 16=2097/0-5-8, (min. 0-2-4) Max Horiz 2=189 (LC 12) Max Uplift 2=-67 (LC 12), 10=-284 (LC 13), 16=-410 (LC 12) Max Grav 2=420 (LC 23), 10=1318 (LC 1), 16=2097 (LC 1) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-227/256, 3-18=-140/271, 3-4=-147/706, 4-5=-47/714, 5-6=-1171/338, 6-7=-1156/338, 7-19=-2259/610, 8-19=-2412/602, 8-9=-2402/510, 9-20=-2228/502, 10-20=-2380/491 BOT CHORD 15-16=-2077/419, 4-15=-399/193, 15-21=-93/737, 21-22=-93/737, 14-22=-93/737, 14-23=-160/1449, 23-24=-160/1449,13-24=-160/1449, 8-13=-377/185, 10-11=-384/2025 WEBS 3-15=-505/257, 5-15=-1945/351, 5-14=0/445, 6-14=-176/597, 7-14=-855/328, 7-13=-305/1075, 9-11=-345/118, 11-13=-364/1986 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 23-8-6, Interior (1) 23-8-6 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2, 284 lb uplift at joint 10 and 410 lb uplift at joint 16. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G03 Half Hip 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:03 Page: 1 ID:W4NRIAHTfoWWsaLwHHux16yj1AN-1nccotHuXfA8c8d7peLVKA9OGas8Y3tZxyxUuNyj0YM 6 12 =5x6 =4x5 =5x8 =5x8 =3x4 =5x8 =5x6 =3x4 =5x6 =5x6 1 2 11 16 17 10 18 19 9 8 12 15 3 7 4 6 1413 5 T2 T1 T2 T3 B1 B3B2B2 W 4 W3 W 2 W1 W 3 W2 W 1 HW2 1-6-0-1-6-0 5-11-036-9-06-2-030-10-06-2-012-4-06-2-06-2-0 6-2-024-8-06-2-018-6-0 9-0-036-9-09-3-027-9-09-3-018-6-09-3-09-3-0 10 -3 -15 0-5-0 0-6-8 9 -8 -0 Scale = 1:66.8 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [7:0-3-0,0-3-4], [8:Edge,0-2-15], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.30 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.43 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.32 Horz(CT)0.13 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.11 10-11 >999 240 Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 1 Row at midpt 6-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 8=1783/ Mechanical, (min. 0-1-8) Max Horiz 2=189 (LC 16) Max Uplift 2=-385 (LC 12), 8=-335 (LC 13) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3297/592, 3-12=-3190/608, 3-4=-2946/578, 4-13=-2092/483, 5-13=-1966/504, 5-14=-1966/514, 6-14=-2092/493, 6-7=-2950/610, 7-15=-3151/643, 8-15=-3276/630 BOT CHORD 2-11=-628/2809, 11-16=-428/2328, 16-17=-428/2328, 10-17=-428/2328, 10-18=-336/2328, 18-19=-336/2328, 9-19=-336/2328, 8-9=-491/2812 WEBS 5-10=-269/1286, 6-10=-838/327, 6-9=-96/488, 7-9=-415/234, 4-10=-838/325, 4-11=-90/479, 3-11=-410/228 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 23-8-6, Interior (1) 23-8-6 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint 2 and 335 lb uplift at joint 8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G04 Half Hip 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:03 Page: 1 ID:wOW8MO6hyVlVAQGDSLeeS9yj1Ab-1nccotHuXfA8c8d7peLVKA9L7asQYBZZxyxUuNyj0YM 6 12 =5x6 =4x5 =5x8 =5x8 =3x4 =5x8 =5x6 =3x4 =5x6 =5x6 1 2 11 16 17 10 18 19 9 8 12 15 3 7 64 13 14 5 T2 T1 T2 T3 B1 B3B2B2 W 4 W3 W 2 W1 W 3 W2 W 1 HW2 1-6-0-1-6-0 5-11-036-9-06-2-030-10-06-2-012-4-06-2-06-2-0 6-2-018-6-0 6-2-024-8-0 9-0-036-9-09-3-027-9-09-3-018-6-09-3-09-3-0 10 -3 -15 0-5-0 0-6-8 9 -8 -0 Scale = 1:66.8 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [7:0-3-0,0-3-4], [8:Edge,0-2-15], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.30 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.43 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.31 Horz(CT)0.13 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.11 10-11 >999 240 Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 1 Row at midpt 6-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 8=1783/ Mechanical, (min. 0-1-8) Max Horiz 2=189 (LC 16) Max Uplift 2=-385 (LC 12), 8=-335 (LC 13) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3297/592, 3-12=-3190/608, 3-4=-2946/563, 4-13=-2092/463, 5-13=-1966/484, 5-14=-1966/493, 6-14=-2092/479, 6-7=-2950/590, 7-15=-3151/623, 8-15=-3276/610 BOT CHORD 2-11=-628/2809, 11-16=-428/2328, 16-17=-428/2328, 10-17=-428/2328, 10-18=-314/2328, 18-19=-314/2328, 9-19=-314/2328, 8-9=-474/2812 WEBS 5-10=-256/1286, 6-10=-838/327, 6-9=-96/488, 7-9=-415/234, 4-10=-838/325, 4-11=-90/479, 3-11=-410/228 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 22-2-2, Interior (1) 22-2-2 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 lb uplift at joint 2 and 335 lb uplift at joint 8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G05 Common 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:03 Page: 1 ID:d2bVu?1IbLtUrLEtYN0?ghyj1Ai-1nccotHuXfA8c8d7peLVKA9L7asQYCoZxyxUuNyj0YM 612 =5x6 =5x6 =3x6 =2x4 =5x8 =2x4 =2x4=3x4 =5x8 =5x6 =5x8 =3x6 =5x8 =4x12=1.5x4 =5x6 1 2 17 16 12 11 1015222314242513 18 2139 4 8 5 72019 6 T2 T1 T3 T4 B1 B6 B 2 B3 B4 B 5 W2 W3 W4 W 5 W 6 W7 W 8 W10 W 1 1 W9 W 1 HW2 1-6-0-1-6-0 4-1-08-3-124-2-124-2-12 4-4-822-10-8 4-6-427-4-12 4-7-836-9-04-8-1232-1-85-0-418-6-05-2-013-5-12 4-2-124-2-12 4-2-128-5-8 4-7-836-9-04-10-832-1-88-9-027-3-010-0-818-6-0 10 -3 -15 0-5-0 0-6-81-0-0 9 -8 -0 1-0-0 Scale = 1:68.9 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [9:0-3-0,0-3-0], [11:0-3-8,0-2-0], [13:0-2-12,0-3-4], [14:0-4-0,0-3-0], [15:0-2-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.21 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.36 14-15 >950 240 BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 13-14 >999 240 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B5:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W5,W6,W7,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 8-5-8. except 10= Mechanical (lb) -Max Horiz 2=189 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16 except 10=-279 (LC 13), 15=-407 (LC 12), 17=-277 (LC 24) Max Grav All reactions 250 (lb) or less at joint(s) 16, 17 except 2=330 (LC 23), 10=1308 (LC 1), 15=2159 (LC 1) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-156/805, 4-5=-56/812, 5-19=-1147/294, 6-19=-1043/311, 6-20=-1042/317, 7-20=-1131/302, 7-8=-2385/595, 8-9=-2376/495, 9-21=-2207/491, 10-21=-2359/480 BOT CHORD 4-15=-396/191, 15-22=-89/697, 22-23=-89/697, 14-23=-89/697, 14-24=-132/1427, 24-25=-132/1427, 13-25=-132/1427,8-13=-377/185, 10-11=-373/2007 WEBS 3-15=-605/313, 5-15=-2017/355, 5-14=-15/484, 6-14=-164/576, 7-14=-854/327, 7-13=-304/1072, 9-11=-341/116, 11-13=-354/1969, 3-17=-104/350 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 22-2-2, Interior (1) 22-2-2 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 15 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 100 lb uplift at joint(s) 2, 16 except (jt=lb) 15=407, 10=279, 17=277. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G06 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:03 Page: 1 ID:w7?jnav0yGcvepTyzGqfGayj1As-1nccotHuXfA8c8d7peLVKA9OKat1Y3?ZxyxUuNyj0YM 612 =4x5 =3x6 =5x6 =5x6 =3x4 =5x8 =3x6 =3x4 =1.5x4 =3x4 1 2 11 15 16 10 17 18 9 8 12 3 7 4 6 13 14 5 T2 T1 T3 W 7 B1 B3B2 W 1 W2 W 3 W 4 W3 W 5 W6 1-6-0-1-6-0 6-2-012-4-06-2-06-2-0 6-2-024-8-06-2-018-6-0 3-4-828-0-8 0-2-12 26-0-0 2-0-828-0-87-3-425-9-48-7-18-7-1 9-10-1518-6-0 10 -3 -15 0-5-0 4 -10 -12 9 -8 -0 Scale = 1:65.8 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [10:0-4-0,0-3-0], [11:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.25 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.37 10-11 >828 240 BCLL 0.0 *Rep Stress Incr YES WB 1.00 Horz(CT)0.04 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 2-11 >999 240 Weight: 154 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W3,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=1399/0-5-8, (min. 0-1-8), 9=1463/0-5-8, (min. 0-1-9) Max Horiz 2=297 (LC 12) Max Uplift 2=-297 (LC 12), 9=-249 (LC 12) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2169/398, 3-12=-2061/416, 3-4=-1858/397, 4-13=-910/226, 5-13=-783/238, 5-14=-783/245, 6-14=-906/233 BOT CHORD 2-11=-568/1815, 11-15=-368/1280, 15-16=-368/1280, 10-16=-368/1280 WEBS 3-11=-414/228, 4-11=-114/546, 4-10=-843/332, 5-10=-65/313, 6-10=-132/691, 6-9=-1360/329 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 18-6-0, Exterior (2) 18-6-0 to 21-6-0, Interior (1) 21-6-0 to 27-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 2 and 249 lb uplift at joint 9. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T G07 Common 5 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:03 Page: 1 ID:ZugPA2eD8Wr1?QnkgfRVNxyj1BC-1nccotHuXfA8c8d7peLVKA9OMaudY1?ZxyxUuNyj0YM 612 =5x6 =5x6 =5x6 =6x8=3x6 =2x4 =5x6 =5x6 =3x6=6x8 =3x6 =5x8 =3x4 =5x8 =5x6 =6x8 =4x5 =1.5x4 1 2 19 18 12 11 17 23 24 16 25 15 14 20 13 3 8 22 9 10 4 7 215 6 T2 T1 T3 T4 W 1 3 B1 B7 B 2 B3 B5B4 B 6 W2 W3 W 4 W5 W6 W 7 W8 W 9 W10 W1 2 W11 W 1 1-6-0-1-6-0 2-10-434-8-4 2-0-1236-9-04-1-08-3-124-2-124-2-12 5-0-418-6-05-2-013-5-12 6-8-031-10-06-8-025-2-0 2-2-836-9-02-6-1234-6-84-2-124-2-12 4-2-128-5-8 6-9-1231-11-127-9-816-3-0 8-11-025-2-0 10 -3 -15 0-5-0 3 -0 -0 1-0-0 1-0-0 3 -0 -0 3 -0 -0 6 -8 -0 9 -8 -0 Scale = 1:68.9 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [13:0-5-8,0-4-4], [15:0-4-0,0-3-0], [16:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.10 15-16 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.18 15-16 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.33 Horz(CT)0.02 12 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 14-15 >999 240 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B6:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W3,W5,W6,W10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins,except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. WEBS 1 Row at midpt 5-17, 7-16 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 0-5-8. except 11= Mechanical, 2=0-5-2 (lb) -Max Horiz 2=251 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2 except 11=-710 (LC 1),12=-483 (LC 13), 18=-390 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 11 except 2=510 (LC 23), 12=2225 (LC 1), 18=1716 (LC 1) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-411/95, 3-20=-324/104, 3-4=-116/266, 4-5=-20/296, 5-6=-1066/325, 6-21=-857/284, 7-21=-1000/261, 7-8=-1690/341, 8-22=-1049/207, 9-22=-1048/207, 9-10=-208/949, 10-11=-139/690 BOT CHORD 2-19=-125/284, 18-19=-126/282, 17-18=-1500/333, 4-17=-398/195, 17-23=-147/807, 23-24=-147/807, 16-24=-147/807, 16-25=-244/1418, 15-25=-244/1418, 14-15=-232/1147, 13-14=-955/211, 12-13=-2205/490, 9-13=-1497/337 WEBS 3-18=-401/146, 5-17=-1401/257, 5-16=-63/278, 6-16=-105/388, 7-16=-785/282, 8-15=-47/280, 8-14=-1145/298, 9-14=-493/2365, 10-13=-1193/262 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 18-6-0, Exterior (2) 18-6-0 to 23-8-6, Interior (1) 23-8-6 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 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) 2 except (jt=lb) 11=710, 12=482, 18=389. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T H01 Half Hip 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:Xql?fsZGB9jDvEojEbMiYAyj1FB-1nccotHuXfA8c8d7peLVKA9MaatHYBNZxyxUuNyj0YM 8 12 =1.5x4 =1.5x4=2x4 =3x4 =3x4 1 2 5 6 3 4 T1 W 1 B1 HW1 1-6-0 -1-6-0 6-0-0 6-0-0 6-0-0 5 -4 -3 0-8-0 4 -8 -0 Scale = 1:44.4 Plate Offsets (X, Y):[2:0-1-13,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.06 2-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.10 2-5 >670 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 3-5-5 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=438/0-5-8, (min. 0-1-8), 5=269/ Mechanical, (min. 0-1-8) Max Horiz 2=198 (LC 12) Max Uplift 2=-56 (LC 12), 5=-126 (LC 12) Max Grav 2=438 (LC 1), 5=269 (LC 19) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 5 and 56 lb uplift at joint 2.6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01 Jack-Closed 13 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:JagWsdBrm_lzWWlx6PIMTwyjDIS-VzA_?DHWIzJ?DICJMLsksOiXQ_I6HjpiAch2Rpyj0YL 8 12 =2x4 =1.5x4 =1.5x4 =3x4 =3x4 1 4 5 2 3 T1 W 1 B1 HW1 6-0-0 6-0-0 4 -8 -0 0-8-0 4 -8 -0 Scale = 1:41.8 Plate Offsets (X, Y):[1:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.06 1-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.10 1-4 >670 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 3-5-5 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=287/0-5-8, (min. 0-1-8), 4=287/ Mechanical, (min. 0-1-8) Max Horiz 1=173 (LC 12) Max Uplift 1=-7 (LC 12), 4=-133 (LC 12) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 133 lb uplift at joint 4. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01A Jack-Closed 8 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:FKRP7NEQHjjdStvfiAMmVHyjDH5-VzA_?DHWIzJ?DICJMLsksOiW5_I6HjpiAch2Rpyj0YL 8 12 =2x4 =3x4 =3x4 1 2 5 6 3 4 T1 B1 HW1 1-6-0 -1-6-0 5-6-9 5-6-9 5-6-9 5 -0 -9 0-8-0 4 -4 -6 Scale = 1:43.3 Plate Offsets (X, Y):[2:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.05 2-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.08 2-5 >815 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.02 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 3-4-3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 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)2=421/0-5-8, (min. 0-1-8), 4=211/ Mechanical, (min. 0-1-8), 5=38/ Mechanical, (min. 0-1-8) Max Horiz 2=188 (LC 12) Max Uplift 2=-56 (LC 12), 4=-141 (LC 12) Max Grav 2=421 (LC 1), 4=212 (LC 19), 5=93 (LC 3) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 5-5-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4 and 56 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01C Jack-Open 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:QBAgIPEGpzHe7d99SBTWiNyj1M3-VzA_?DHWIzJ?DICJMLsksOiZe_IaHjpiAch2Rpyj0YL 8 12 =2x4 =3x4 =3x4 1 4 5 2 6 3 T1 B1 HW1 5-6-9 5-6-9 4 -4 -6 0-8-0 4 -4 -6 Scale = 1:40.7 Plate Offsets (X, Y):[1:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.05 1-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.08 1-4 >815 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.02 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 3-4-3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 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=269/ Mechanical, (min. 0-1-8), 3=230/ Mechanical, (min. 0-1-8), 4=38/ Mechanical, (min. 0-1-8) Max Horiz 1=163 (LC 12) Max Uplift 1=-6 (LC 12), 3=-148 (LC 12) Max Grav 1=269 (LC 1), 3=230 (LC 1), 4=93 (LC 3) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-5-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 148 lb uplift at joint 3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01D Jack-Open 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:qIvf33gU5LxO3JUG7SeCiAyj1LU-VzA_?DHWIzJ?DICJMLsksOiXK_IaHjpiAch2Rpyj0YL 8 12 =2x4 =3x4 1 2 5 6 3 4 T1 B1 HW1 1-6-0 -1-6-0 4-0-9 4-0-9 4-0-9 4 -0 -9 0-8-0 3 -4 -6 Scale = 1:39.5 Plate Offsets (X, Y):[2:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 2-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.02 2-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.01 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 2-5-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 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)2=354/0-5-8, (min. 0-1-8), 4=141/ Mechanical, (min. 0-1-8), 5=28/ Mechanical, (min. 0-1-8) Max Horiz 2=147 (LC 12) Max Uplift 2=-54 (LC 12), 4=-100 (LC 12) Max Grav 2=354 (LC 1), 4=144 (LC 19), 5=68 (LC 3) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 3-11-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4 and 54 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01E Jack-Open 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:jLgbUExf9obP4XbIsNW73cyj1L9-VzA_?DHWIzJ?DICJMLsksOic0_K7HjpiAch2Rpyj0YL 8 12 =2x4 =3x4 1 4 2 5 3 T1 B1 HW1 4-0-9 4-0-9 3 -4 -6 0-8-0 3 -4 -6 Scale = 1:36.9 Plate Offsets (X, Y):[1:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.01 1-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.02 1-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.01 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 2-5-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 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=195/ Mechanical, (min. 0-1-8), 3=167/ Mechanical, (min. 0-1-8), 4=28/ Mechanical, (min. 0-1-8) Max Horiz 1=122 (LC 12) Max Uplift 1=-2 (LC 12), 3=-111 (LC 12) Max Grav 1=195 (LC 1), 3=167 (LC 1), 4=68 (LC 3) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-11-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1 and 111 lb uplift at joint 3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J01F Jack-Open 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:QXpo8TGbo5_aph9VxXVSfIyj1Kk-VzA_?DHWIzJ?DICJMLsksOibR_K7HjpiAch2Rpyj0YL 6 12 =2x4 1 2 4 5 3 T1 B1 1-6-0 -1-6-0 5-8-12 5-8-12 5-8-12 3 -11 -5 0-5-0 3 -3 -6 Scale = 1:39.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.08 2-4 >837 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=442/0-5-8, (min. 0-1-8), 3=204/ Mechanical, (min. 0-1-8), 4=38/ Mechanical, (min. 0-1-8) Max Horiz 2=144 (LC 12) Max Uplift 2=-90 (LC 12), 3=-111 (LC 12) Max Grav 2=442 (LC 1), 3=204 (LC 1), 4=92 (LC 3) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 5-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 90 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J02 Jack-Open 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:8SPaFuNsR9F90DwQXego3Pyj1Ka-VzA_?DHWIzJ?DICJMLsksOiZE_IeHjpiAch2Rpyj0YL 6 12 =2x4 1 5 2 4 6 3 T1 B1 1-6-0 -1-6-0 3-0-12 3-0-12 3-0-12 2 -7 -5 0-5-0 1 -11 -6 Scale = 1:34.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)-0.01 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=335/0-5-8, (min. 0-1-8), 3=68/ Mechanical, (min. 0-1-8), 4=19/ Mechanical, (min. 0-1-8) Max Horiz 2=89 (LC 12) Max Uplift 2=-80 (LC 12), 3=-46 (LC 12) Max Grav 2=335 (LC 1), 3=68 (LC 1), 4=47 (LC 3) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 3-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 80 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J02A Jack-Open 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:UQDTIcR?GitS6_oNJBGzmTyj1KV-VzA_?DHWIzJ?DICJMLsksOidm_LyHjpiAch2Rpyj0YL 8 12 =2x4 =3x4 1 2 5 3 4 T1 B1HW1 1-6-0 -1-6-0 2-6-9 2-6-9 2-6-9 3 -0 -9 0-8-0 2 -4 -6 Scale = 1:35.7 Plate Offsets (X, Y):[2:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.00 2-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-6-8 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-9 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)2=297/0-5-8, (min. 0-1-8), 4=62/ Mechanical, (min. 0-1-8), 5=17/ Mechanical, (min. 0-1-8) Max Horiz 2=106 (LC 12) Max Uplift 2=-56 (LC 12), 4=-56 (LC 12) Max Grav 2=297 (LC 1), 4=68 (LC 19), 5=42 (LC 3) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 2-5-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 4 and 56 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J03 Jack-Open 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:vGQ1URhYYrPcW3KDUOdfahyj1KB-VzA_?DHWIzJ?DICJMLsksOidG_L6HjpiAch2Rpyj0YL 8 12 =2x4 =3x4 1 4 2 3 T1 B1HW1 2-6-9 2-6-9 2 -4 -6 0-8-0 2 -4 -6 Scale = 1:33.1 Plate Offsets (X, Y):[1:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 1-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 1-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-6-8 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-9 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=122/ Mechanical, (min. 0-1-8), 3=104/ Mechanical, (min. 0-1-8), 4=17/ Mechanical, (min. 0-1-8) Max Horiz 1=82 (LC 12) Max Uplift 3=-73 (LC 12) Max Grav 1=122 (LC 1), 3=105 (LC 19), 4=42 (LC 3) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J03A Jack-Open 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:04 Page: 1 ID:J6dbhHw5r_wnw8s3fb_MOvyj1Jt-VzA_?DHWIzJ?DICJMLsksOie3_L6HjpiAch2Rpyj0YL 6 12 =2x4 1 2 4 5 3 T1 B1 1-6-0 -1-6-0 2-0-0 2-0-0 2-0-0 2 -0 -15 0-5-0 1 -5 -0 Scale = 1:32.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=287/0-5-8, (min. 0-1-8), 3=25/ Mechanical, (min. 0-1-8), 4=14/ Mechanical, (min. 0-1-8) Max Horiz 2=69 (LC 12) Max Uplift 2=-75 (LC 12), 3=-22 (LC 12) Max Grav 2=287 (LC 1), 3=25 (LC 1), 4=33 (LC 3) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 1-11-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2 and 22 lb uplift at joint 3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J04 Jack-Open 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:01ENni2MU3AM6gd_Fh9io0yj1Jj-VzA_?DHWIzJ?DICJMLsksOidB_LLHjpiAch2Royj0YL 6 12 =2x4 1 2 4 3 T1 B1 1-6-0 -1-6-0 2-0-0 2-0-0 2-0-0 2 -0 -15 0-5-0 1 -5 -0 Scale = 1:32.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=287/0-5-8, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=69 (LC 9) Max Uplift 2=-82 (LC 9), 4=-9 (LC 9) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 2-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 2 and 9 lb uplift at joint 4. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J04A Jack-Open 6 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:zhtYnCHH0uafubaesB?930yj1JQ-z9kMCZI83HRrrSnVw3NzPbFmqOgd0A3sOGQbzGyj0YK 8 12 =3x6 =3x4 1 2 4 3 T1 B1HW1 1-0-9 1-0-9 1-6-0 -1-6-0 1 -0 -9 2 -0 -9 0-8-0 1 -4 -6 Scale = 1:35.3 Plate Offsets (X, Y):[2:0-2-0,0-0-7], [3:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 2 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-3-4 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-9 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)2=284/0-5-8, (min. 0-1-8), 3=-56/ Mechanical, (min. 0-1-8), 4=7/ Mechanical, (min. 0-1-8) Max Horiz 2=60 (LC 12) Max Uplift 2=-80 (LC 12), 3=-56 (LC 1) Max Grav 2=284 (LC 1), 3=15 (LC 16), 4=18 (LC 3) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 80 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J05 Jack-Open 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:skfVBNXS3LDhvphgb5t4PRyj1J5-z9kMCZI83HRrrSnVw3NzPbFncOhp0A3sOGQbzGyj0YK 8 12 =3x4 =3x4 1 3 2 T1 B1HW1 1 -0 -9 1 -0 -9 1 -4 -6 0-8-0 1 -4 -6 Scale = 1:32 Plate Offsets (X, Y):[2:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL)0.00 1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 1-3 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-3-4 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-9 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=51/0-5-8, (min. 0-1-8), 2=44/ Mechanical, (min. 0-1-8), 3=7/ Mechanical, (min. 0-1-8) Max Horiz 1=35 (LC 12) Max Uplift 2=-32 (LC 12) Max Grav 1=51 (LC 1), 2=45 (LC 19), 3=18 (LC 3) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 2. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T J05A Jack-Open 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:VsyJPwIzEi9lzV?nnqWsTkyj1I6-z9kMCZI83HRrrSnVw3NzPbFp0Ohp0A3sOGQbzGyj0YK 612 =5x6 =6x8 =4x5 =5x6 =5x6 =3x4 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =3x6 1 2 14 20 21 13 22 12 23 24 11 10 15 9 19 3 8 4 71816 6175 T2 T1 T3 T2 T4 B1 B3B2 W1 W2 W 3 W 4 W5 W 4 W3 W 2 W1 HW2 1-6-0-1-6-0 4-0-020-6-0 5-3-036-9-05-6-031-6-05-6-011-0-05-6-05-6-0 5-6-026-0-05-6-016-6-0 4-3-820-7-12 8-0-036-9-08-1-428-9-08-1-416-4-48-3-08-3-0 9 -3 -15 0-5-0 0-6-80-6-0 0-1-13 8 -6 -3 8 -6 -3 0 -1 -13 8 -8 -0 Scale = 1:68.6 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [6:0-4-6,Edge], [8:0-3-0,0-3-0], [10:0-0-9,0-1-8], [12:0-3-0,0-3-0], [14:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.24 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.37 11-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.58 Horz(CT)0.13 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.10 13-14 >999 240 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W2:2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -- 2-9-4 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins,except2-0-0 oc purlins (4-8-2 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 10=1783/ Mechanical, (min. 0-1-8) Max Horiz 2=170 (LC 12) Max Uplift 2=-390 (LC 12), 10=-340 (LC 13) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-3315/637, 3-15=-3216/651, 3-4=-3013/633, 4-16=-2293/549, 5-16=-2282/570, 5-17=-1949/557, 6-17=-1949/557, 6-18=-2283/570, 7-18=-2295/550, 7-8=-2989/641, 8-19=-3096/670, 9-19=-3175/661, 9-10=-3261/656 BOT CHORD 2-14=-626/2826, 14-20=-457/2437, 20-21=-457/2437, 13-21=-457/2437, 13-22=-249/1948, 12-22=-249/1948, 12-23=-409/2439, 23-24=-409/2439, 11-24=-409/2439, 10-11=-515/2790 WEBS 3-14=-332/195, 4-14=-71/402, 4-13=-706/279, 5-13=-121/581, 6-13=-295/300, 6-12=-155/600, 7-12=-712/282, 7-11=-69/376, 8-11=-308/193 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 16-6-0, Exterior (2) 16-6-0 to 25-8-6, Interior (1) 25-8-6 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 2 and 340 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T K01 Half Hip 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:hWAKrJrCdXqMtQxQwmpPnDyj1HP-z9kMCZI83HRrrSnVw3NzPbFj7Oa4010sOGQbzGyj0YK 8 12 =4x5 =2x4 =3x4=3x6 =5x6 =2x4 =3x4 =2x4 =3x4=3x4 =4x8 =2x4 =4x5 =4x5 =3x4 1 2 17 16 15 14 13 12 11 10 9 3 4 8 5 7 3130 6 T2 T1 T3 B1 B2 W 2 W1 W2 W 1 HW1 HW 2 S T 7 S T 5 S T 6 S T 4 S T 3 S T 2 S T 1 S T 5 S T 6 S T 4 S T 3 S T 2 S T 8 1-6-0-1-6-0 5-10-125-10-12 5-10-1223-7-05-10-1217-8-45-10-1211-9-8 0-1-9 15-10-4 7-8-1223-7-07-10-515-8-117-10-57-10-5 9 -2 -9 0-8-0 8 -6 -5 Scale = 1:60.2 Plate Offsets (X, Y):[2:0-3-9,0-0-15], [2:1-3-8,0-1-8], [3:0-1-5,0-0-12], [6:0-2-0,0-0-4], [9:0-2-1,0-0-4], [10:0-2-0,0-0-4], [14:0-3-0,0-3-0], [14:0-2-0,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.08 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.13 9-10 >706 240 BCLL 0.0 *Rep Stress Incr YES WB 0.20 Horz(CT)0.01 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.01 9-10 >999 240 Weight: 183 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btror 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 3-5-13, Right 2x6 DF SS or 1800F 1.6E -- 3-5-13 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 6-10, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-0-0. except 9=0-7-0 (lb) -Max Horiz 2=227 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 17 except 2=-108 (LC 12), 9=-106 (LC 13), 10=-134 (LC 13), 14=-215 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 15, 16, 17 except 2=508 (LC 1), 9=444 (LC 1), 10=706 (LC 1), 14=635 (LC 1) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/127, 3-4=-313/131, 7-8=-325/128, 8-9=-438/110 BOT CHORD 2-17=-121/296, 16-17=-121/296, 15-16=-121/296, 14-15=-121/296, 9-10=-19/282 WEBS 7-10=-481/287, 5-14=-453/280 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 11-9-8, Exterior (2) 11-9-8 to 14-9-8, Interior (1) 14-9-8 to 23-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11 except (jt=lb) 9=105, 2=108, 14=214, 10=134. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T L01 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:pYW5jNPgZzlh0e1TA89QB7yj1Gg-z9kMCZI83HRrrSnVw3NzPbFj9Oe007usOGQbzGyj0YK 10.82 12 =3x4 =4x5 =3x4=5x6 1 20 19 18 17 16 15 14 13 12 11 2 10 2421 3 9 4 8 22 23 5 7 6 T1 T1 B1 B2 S T 5 S T 4 S T 3 S T 2 S T 1 S T 4 S T 3 S T 2 S T 1 9-10-11 9-10-11 19-9-6 8 -11 -0 Scale = 1:42.9 Plate Offsets (X, Y):[19:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horiz(TL)0.01 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 19-9-6. (lb) -Max Horiz 1=-224 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 11, 16 except 12=-112 (LC 13), 13=-115 (LC 13), 14=-118 (LC 13), 15=-112 (LC 13), 17=-114 (LC 12), 18=-117 (LC 12), 19=-117 (LC 12), 20=-113 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 11, 12, 13, 14, 15, 16,17, 18, 19, 20 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/185 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-4-9 to 3-4-9, Interior (1) 3-4-9 to 9-10-11, Exterior (2) 9-10-11 to 12-10-11, Interior (1) 12-10-11 to 19-4-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are 1.5x4 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 16 except (jt=lb) 17=114, 18=117, 19=117, 20=112,15=112, 14=118, 13=114, 12=111. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T LG01 Lay-In Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:DJcxezqZsDiVFGMEM3IAF0yj1HQ-z9kMCZI83HRrrSnVw3NzPbFpaOhU08lsOGQbzGyj0YK 10.82 12 =3x4 =3x4 =3x4=3x4 =4x5 1 22 21 20 19 18 17 16 15 14 13 12 112 23 24103 94 8567 T1 T2 T1 B1 B2 S T 5 S T 4 S T 4 S T 3 S T 2 S T 1 S T 6 S T 7 S T 8 4-3-15 7-5-157-8-12 19-6-9 6 -11 -9 Scale = 1:35.6 Plate Offsets (X, Y):[5:0-1-11,Edge], [8:0-3-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 12 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS All bearings 19-6-9. (lb) -Max Horiz 1=-175 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 12, 17, 18 except 13=-107 (LC 13), 14=-117 (LC 13), 15=-122 (LC 13), 19=-105 (LC 12), 20=-119 (LC 12), 22=-116 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 12, 13, 14, 15, 16, 17, 18, 19, 20, 22 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-4-9 to 3-4-9, Interior (1) 3-4-9 to 7-8-12, Exterior (2) 7-8-12 to 16-0-10, Interior (1) 16-0-10 to 19-4-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 17, 18 except (jt=lb) 19=105, 20=118, 22=116,15=121, 14=116, 13=106. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Job Truss Truss Type Qty Ply 19-067310T LG02 Lay-In Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:05 Page: 1 ID:EgF4U1surLPRyKMarPK6Bxyj1G5-z9kMCZI83HRrrSnVw3NzPbFpdOhb08jsOGQbzGyj0YK 6 12 =5x8 =5x6 =5x6 =3x8=4x5 =1.5x4 =5x8 =3x4 =5x8 =3x4 =1.5x4 =3x4 =3x4 1 2 13 12 20 21 11 10 9 14 819 73 1815 516 17 64 T2 T1 T3 T4 B1 B3B2 W 1 W2 W 3 W4 W 4 W 3 W2 W 1 HW2 1-6-0-1-6-0 4-8-018-6-0 4-8-023-2-0 6-8-036-9-06-11-06-11-0 6-11-030-1-06-11-013-10-0 6-8-036-9-06-9-430-1-06-9-413-8-46-11-06-11-0 9-7-823-3-12 7 -11 -15 0-5-0 0-6-8 0-1-13 7 -2 -3 7 -2 -3 0 -1 -13 7 -4 -0 Scale = 1:66.8 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [9:0-0-9,0-1-8], [11:0-3-8,0-3-0], [12:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.37 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.56 11-12 >775 240 BCLL 0.0 *Rep Stress Incr YES WB 0.54 Horz(CT)0.14 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.10 11-12 >999 240 Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -- 3-6-12 BRACING TOP CHORD Structural wood sheathing directly applied, except2-0-0 oc purlins (4-4-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing. WEBS 1 Row at midpt 5-12, 5-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 9=1783/ Mechanical, (min. 0-1-8) Max Horiz 2=145 (LC 16) Max Uplift 2=-395 (LC 12), 9=-345 (LC 13) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3310/664, 3-14=-3190/684, 3-15=-2617/584, 4-15=-2475/607, 4-16=-2202/598, 5-16=-2204/597, 5-17=-2208/589, 6-17=-2203/590, 6-18=-2478/600, 7-18=-2613/577, 7-19=-3043/671, 8-19=-3145/659, 8-9=-3251/651 BOT CHORD 2-13=-581/2816, 12-13=-583/2813, 12-20=-390/2362, 20-21=-390/2362, 11-21=-390/2362, 10-11=-528/2784, 9-10=-528/2784 WEBS 3-12=-692/280, 4-12=-108/672, 5-12=-511/163, 5-11=-510/161, 6-11=-115/647, 7-11=-659/276 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 13-10-0, Exterior (2) 13-10-0 to 19-0-6, Interior (1) 19-0-6 to 23-2-0, Exterior (2) 23-2-0 to 28-4-6, Interior (1) 28-4-6 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 9 and 395 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T M01 Half Hip 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:MXA72X2MmSlXiOsPa?44Abyj1EZ-RMIkQuJmqaZiTcMiUmuCxpnn3nswlVr?dwA8Viyj0YJ 612 =5x8 =4x5 =3x6 =1.5x4 =5x8 =3x4 =3x4 =3x4 =5x8 =1.5x4 =3x6 1 2 12 11 19 20 10 9 8 13 3 71418 17 5 1615 64 T2 T1 T3 T4 W 7 B1 B2 W 1 W2 W 3 W4 W 4 W 3 W 5 W6 1-6-0-1-6-0 4-8-018-6-0 4-8-023-2-06-11-06-11-0 6-11-013-10-0 4-10-828-0-8 0-2-12 26-0-0 2-0-8 28-0-8 2-5-8 25-9-4 6-9-413-8-46-11-06-11-0 9-7-823-3-12 7 -11 -15 0-5-0 4 -10 -12 0-1-13 7 -2 -3 7 -2 -3 0 -1 -13 7 -4 -0 Scale = 1:56.7 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [6:0-2-8,0-1-0], [11:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.23 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.36 10-11 >852 240 BCLL 0.0 *Rep Stress Incr YES WB 0.57 Horz(CT)0.05 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 2-12 >999 240 Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins,except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 5-10, 6-9 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=1399/0-5-8, (min. 0-1-8), 9=1463/0-5-8, (min. 0-1-9) Max Horiz 2=253 (LC 12) Max Uplift 2=-311 (LC 12), 9=-245 (LC 13) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2163/411, 3-13=-2044/433, 3-14=-1438/302, 4-14=-1295/319, 4-15=-1161/340, 5-15=-1161/340, 5-16=-402/145, 6-16=-402/146 BOT CHORD 2-12=-532/1804, 11-12=-533/1802, 11-19=-210/928, 19-20=-210/928, 10-20=-210/928, 9-10=-62/417 WEBS 3-11=-729/287, 5-11=-124/399, 5-10=-943/264, 6-10=-133/892, 6-9=-1365/281 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 13-10-0, Exterior (2) 13-10-0 to 18-0-15, Interior (1) 18-0-15 to 23-2-0, Exterior (2) 23-2-0 to 27-4-15, Interior (1) 27-4-15 to 27-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 2 and 245 lb uplift at joint 9. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T M02 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:nev6pBUZ2pQHe4BWFGFmAPyj1E_-RMIkQuJmqaZiTcMiUmuCxpnswnvmlVO?dwA8Viyj0YJ 6 12 =5x6 =5x6 =4x8=4x5 =3x4 =1.5x4 =5x8 =1.5x4 =5x8 =3x8 =3x4 =1.5x4 =3x6 1 2 14 13 21 12 22 11 10 9 15 8 20 3 71619 5 1817 64 T1 T2 T3 B1 B3B2 W 1 W2 W 3 W4 W 5 W4 W 3 W2 W 1 HW2 1-6-0-1-6-0 5-4-036-9-05-7-05-7-0 5-7-031-5-05-7-011-2-0 7-4-018-6-0 7-4-025-10-0 5-4-036-9-05-5-431-5-05-5-411-0-45-7-05-7-0 7-5-1218-6-0 7-5-1225-11-12 6 -7 -15 0-5-0 0-6-8 0-1-13 5 -10 -3 5 -10 -3 0 -1 -13 6 -0 -0 Scale = 1:66.8 Plate Offsets (X, Y):[11:0-4-0,0-3-0], [13:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.26 12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.38 12-13 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.32 Horz(CT)0.15 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.12 12-13 >999 240 Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -- 2-9-12 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,except2-0-0 oc purlins (3-2-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 5-13, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1941/0-5-8, (min. 0-2-1), 9=1783/ Mechanical, (min. 0-1-8) Max Horiz 2=122 (LC 16) Max Uplift 2=-399 (LC 12), 9=-349 (LC 13) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-3337/695, 3-15=-3235/709, 3-16=-2845/633, 4-16=-2831/653, 4-17=-2438/631, 5-17=-2441/631, 5-18=-2443/623, 6-18=-2440/623, 6-19=-2824/642, 7-19=-2838/622, 7-20=-3107/694, 8-20=-3189/688, 8-9=-3276/676 BOT CHORD 2-14=-584/2845, 13-14=-584/2845, 13-21=-534/3011, 12-21=-534/3011, 12-22=-534/3011, 11-22=-534/3011, 10-11=-557/2805, 9-10=-557/2805 WEBS 3-13=-451/194, 4-13=-108/731, 5-13=-907/227, 5-12=0/281, 5-11=-908/226, 6-11=-112/710, 7-11=-409/191 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-1-5, Interior (1) 2-1-5 to 11-2-0, Exterior (2) 11-2-0 to 16-4-6, Interior (1) 16-4-6 to 25-10-0, Exterior (2) 25-10-0 to 31-0-6, Interior (1) 31-0-6 to 36-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 9 and 399 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T N01 Half Hip 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:0eUxG4otxphbm3AWmkjsDuyj1Da-RMIkQuJmqaZiTcMiUmuCxpnpLnvTlYH?dwA8Viyj0YJ 6 12 =4x5 =5x6 =3x6 =3x4 =1.5x4 =5x8 =5x6 =4x8 =1.5x4=4x8 =3x4 1 2 12 11 17 10 18 9 8 13 3 14 7 515 16 64 T1 T2 T3 W 7 B1 B3B2 W 1 W2 W 3 W4 W 5 W4 W 3 W6 1-6-0-1-6-0 5-7-05-7-0 2-2-828-0-85-7-011-2-0 7-4-025-10-07-4-018-6-0 0-0-4 26-0-0 2-0-828-0-85-5-411-0-45-7-05-7-0 7-5-1225-11-127-5-1218-6-0 6 -7 -15 0-5-0 4 -10 -12 0-1-13 5 -10 -3 5 -10 -3 0 -1 -13 6 -0 -0 Scale = 1:53 Plate Offsets (X, Y):[10:0-3-0,0-3-0], [11:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.09 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.15 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.49 Horz(CT)0.06 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 11-12 >999 240 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins,except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-9 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)2=1411/0-5-8, (min. 0-1-8), 9=1451/0-5-8, (min. 0-1-9) Max Horiz 2=230 (LC 12) Max Uplift 2=-319 (LC 12), 9=-310 (LC 9) Max Grav 2=1416 (LC 23), 9=1451 (LC 1) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2243/442, 3-13=-2142/459, 3-14=-1710/365, 4-14=-1602/383, 4-15=-1433/387, 5-15=-1436/387 BOT CHORD 2-12=-544/1884, 11-12=-544/1884, 11-17=-283/1288, 10-17=-283/1288, 10-18=-283/1288, 9-18=-283/1288 WEBS 3-11=-504/204, 4-11=0/274, 5-10=0/280, 5-9=-1568/358, 6-9=-424/171 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 11-2-0, Exterior (2) 11-2-0 to 15-4-15, Interior (1) 15-4-15 to 25-10-0, Exterior (2) 25-10-0 to 27-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 310 lb uplift at joint 9. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T N02 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:4LTu7ebHO50EhCDCebuKuoyj1CY-RMIkQuJmqaZiTcMiUmuCxpnqdnx7lWj?dwA8Viyj0YJ 6 12 =4x5 =3x4 =5x8 =1.5x4 = 1.5x4 =3x4 71 2 8 6 9 12 3 5 10 11 4 T1 T1 B1 B1 W 2 W1W1 1-6-0 -1-6-0 1-6-0 21-6-0 5-0-0 5-0-0 5-0-0 20-0-0 5-0-0 15-0-0 5-0-0 10-0-0 10-0-0 20-0-0 10-0-0 10-0-0 6 -0 -15 0-5-0 5 -5 -0 Scale = 1:48 Plate Offsets (X, Y):[8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.17 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.29 2-8 >796 240 BCLL 0.0 *Rep Stress Incr YES WB 0.27 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.03 8 >999 240 Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-15 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=1108/0-5-8, (min. 0-1-8), 6=1108/0-5-8, (min. 0-1-8) Max Horiz 2=-102 (LC 17) Max Uplift 2=-229 (LC 12), 6=-229 (LC 13) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1591/297, 3-9=-1423/314, 3-10=-1151/223, 4-10=-1048/234, 4-11=-1048/234, 5-11=-1151/223, 5-12=-1423/313,6-12=-1591/297 BOT CHORD 2-8=-292/1321, 6-8=-210/1321 WEBS 4-8=-55/531, 5-8=-462/238, 3-8=-462/238 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 10-0-0, Exterior (2) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 21-6-13 zone; cantilever left and right exposed ;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T P01 Common 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:g1JB3Rm35OmFMMHuSX8dSlyj1CK-RMIkQuJmqaZiTcMiUmuCxpnwsnu6lZ4?dwA8Viyj0YJ 6 12 =3x4 =4x5 =3x4=3x8 =3x4 =2x4 =3x4 =7x10 1 9 10 8 11 12 13 7 14 15 6 16 17 5 42 3 T1 T1 B1 B2 W 3 W2 W 1 W2 W 1 5-0-0 20-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 5-0-0 5-0-0 20-0-0 5 -5 -0 0-5-0 5 -5 -0 Scale = 1:45.5 Plate Offsets (X, Y):[8:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)-0.08 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.11 7-8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.45 Horz(CT)0.03 5 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.03 7-8 >999 240 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std 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=2127/0-5-8, (min. 0-1-8), 5=2242/0-5-8, (min. 0-1-8) Max Horiz 1=-89 (LC 13) Max Uplift 1=-230 (LC 8), 5=-252 (LC 9) 44 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4077/422, 2-3=-2814/325, 3-4=-2815/325, 4-5=-4005/431 BOT CHORD 1-9=-408/3531, 9-10=-408/3531, 8-10=-408/3531, 8-11=-408/3531, 11-12=-408/3531, 12-13=-408/3531, 7-13=-408/3531, 7-14=-328/3486, 14-15=-328/3486, 6-15=-328/3486, 6-16=-328/3486, 16-17=-328/3486, 5-17=-328/3486 WEBS 3-7=-169/2034, 4-7=-1218/249, 4-6=0/717, 2-7=-1268/240, 2-8=0/771 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 252 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down at 2-0-12, 181 lb down and 16 lb up at 4-0-12, 255 lb down and 20 lb up at 6-0-12, 273 lb down and 21 lb up at 6-6-12, 273 lb down and 21 lb up at 8-0-12, 273 lb down and 21 lb up at 10-0-12, 273 lb down and 21 lb up at 12-0-12,273 lb down and 21 lb up at 14-0-12, and 273 lb down and 21 lb up at 16-0-12, and 273 lb down and 21 lb up at 18-0-12 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 7=-273, 9=-108 (B), 10=-181 (B), 11=-255 (B), 12=-273, 13=-273, 14=-273, 15=-273, 16=-273, 17=-273 Job Truss Truss Type Qty Ply 19-067310T P02 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:06 Page: 1 ID:RaoCkAt4Crn6KbuQwCIVnRyj1CC-RMIkQuJmqaZiTcMiUmuCxpnyHnyQlWI?dwA8Viyj0YJ 6 12 =5x6 =5x6=5x6 =3x4 =2x4 =4x8 =5x8 =7x10 =4x8 =1.5x4 =7x10 =4x8 =4x8 =3x4 =2x4 =5x6 1 2 17 16 18 19 1520 21 2214 23 24 13 25 26 27 12 28 29 11 30 31 10 3 9 5 6 7 84 T1 T2 T3 T4 B1 B3B2 W 1 W2 W 3 W4 W 5 W6 W 5 W6 W 5 W4 W 3 W2 W 1 1-6-0-1-6-0 4-0-036-9-04-3-04-3-0 4-3-032-9-04-3-08-6-0 4-11-218-6-0 4-11-223-5-25-0-1413-6-14 5-0-1428-6-0 4-0-036-9-04-1-432-9-04-1-48-4-44-3-04-3-0 4-11-218-6-0 4-11-223-5-2 5-2-1028-7-125-2-1013-6-14 5 -3 -15 0-5-0 0-6-8 0-1-13 4 -6 -3 4 -6 -3 0 -1 -13 4 -8 -0 Scale = 1:66.8 Plate Offsets (X, Y):[2:0-1-11,0-0-6], [5:0-4-0,0-3-0], [10:Edge,0-1-5], [13:0-5-0,0-4-8], [15:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.39 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.53 14-15 >831 240 BCLL 0.0 *Rep Stress Incr NO WB 0.68 Horz(CT)0.13 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.29 14-15 >999 240 Weight: 417 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins,except2-0-0 oc purlins (4-4-6 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing.REACTIONS (lb/size)2=4076/0-5-8, (min. 0-2-3), 10=4285/ Mechanical, (min. 0-1-8) Max Horiz 2=99 (LC 31) Max Uplift 2=-1494 (LC 8), 10=-1654 (LC 9) 45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7750/2882, 3-4=-7805/3013, 4-5=-6856/2705, 5-6=-9632/3763, 6-7=-9632/3763, 7-8=-6463/2541, 8-9=-7361/2829,9-10=-7922/3029 BOT CHORD 2-17=-2562/6759, 16-17=-2562/6759, 16-18=-3517/9088, 18-19=-3517/9088, 15-19=-3517/9088, 15-20=-3517/9089, 20-21=-3517/9089, 21-22=-3517/9089, 14-22=-3517/9089, 14-23=-3384/8862, 23-24=-3384/8862, 13-24=-3384/8862, 13-25=-3384/8862, 25-26=-3384/8862, 26-27=-3384/8862, 12-27=-3384/8862, 12-28=-2612/6903, 28-29=-2612/6903, 11-29=-2612/6903, 11-30=-2612/6903, 30-31=-2612/6903, 10-31=-2612/6903 WEBS 3-16=-353/505, 4-16=-1225/3071, 5-16=-2961/1182, 5-15=-333/788, 5-14=-353/803, 6-14=-393/150, 7-14=-482/1103,7-13=-307/732, 7-12=-3174/1270, 8-12=-1139/2875, 9-12=-401/229, 9-11=-192/437 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1654 lb uplift at joint 10 and 1494 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 940 lb down and 479 lb up at 8-6-0, 273 lb down and 147 lb up at 10-0-12, 273 lb down and 147 lb up at 12-0-12, 273 lb down and 147 lb up at 14-0-12, 273 lb down and 147 lb up at 16-0-12, 273 lb down and 147 lb up at 18-0-12, 273 lb down and 147 lb up at 20-0-12, 273 lb down and 147 lb up at 22-0-12, 255 lb down and 140 lb up at 24-0-12, 255 lb down and 140 lb up at 26-0-12, 255 lb down and 140 lb up at 28-0-12, 255 lb down and 140 lb up at 30-0-12, 255 lb down and 140 lb up at 32-0-12, and 255 lb down and 140 lb up at 34-0-12, and 258 lb down and 137 lb up at 36-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-8=-84, 8-10=-84, 2-10=-14 Job Truss Truss Type Qty Ply 19-067310T Q01 Half Hip Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 1 ID:KcZ88L7FGIQ7Lp?Tf7AQ8tyj1Bt-RMIkQuJmqaZiTcMiUmuCxpnuwnu3lTj?dwA8Viyj0YJ Continued on page 2 Concentrated Loads (lb) Vert: 16=-940 (F), 18=-273 (F), 19=-273 (F), 20=-273 (F), 21=-273 (F), 22=-273 (F), 23=-273 (F), 24=-273 (F), 25=-255 (F), 26=-255 (F), 27=-255 (F), 28=-255 (F), 29=-255 (F), 30=-255 (F), 31=-258 (F) Job Truss Truss Type Qty Ply 19-067310T Q01 Half Hip Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 2 ID:KcZ88L7FGIQ7Lp?Tf7AQ8tyj1Bt-RMIkQuJmqaZiTcMiUmuCxpnuwnu3lTj?dwA8Viyj0YJ 6 12 =4x5 =5x6 =3x4 =2x4=3x4 =7x10=3x4 =1.5x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 2 14 15 13 16 12 11 10 9 3 5 6 7 84 T1 T2 T3 W 1 1 B1 B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 W 9 W10 1-6-0-1-6-0 4-3-04-3-0 4-10-1023-1-144-10-1018-3-44-10-1013-4-104-3-08-6-0 4-10-1028-0-8 0-2-12 26-0-0 2-0-828-0-85-1-1425-9-45-1-1420-7-65-1-1410-3-11 5-1-1415-5-95-1-145-1-14 5 -3 -15 0-5-0 4 -6 -3 0-1-13 4 -6 -3 4 -6 -3 0 -1 -13 4 -8 -0 Scale = 1:53 Plate Offsets (X, Y):[4:0-2-4,0-0-12], [5:0-3-0,0-3-0], [12:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)-0.10 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.14 13-14 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.33 Horz(CT)0.03 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 13-14 >999 240 Weight: 330 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std 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.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2317/0-5-8, (min. 0-1-8), 10=1977/0-5-8, (min. 0-1-8) Max Horiz 2=197 (LC 8) Max Uplift 2=-703 (LC 8), 10=-650 (LC 5) 47 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4262/1375, 3-4=-4110/1392, 4-5=-3700/1352, 5-6=-3057/1037, 6-7=-1814/579 BOT CHORD 2-14=-1284/3682, 14-15=-1179/3272, 13-15=-1179/3272, 13-16=-1219/3459, 12-16=-1219/3459, 11-12=-835/2502, 10-11=-331/1028 WEBS 4-14=-243/573, 4-13=-458/1164, 5-13=-444/470, 5-12=-897/406, 6-12=-361/989, 6-11=-1396/518, 7-11=-474/1503,7-10=-2042/681 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 2 and 650 lb uplift at joint 10. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 922 lb down and 472 lb up at 8-6-0, and 255 lb down and 140 lb up at 10-0-12, and 255 lb down and 140 lb up at 11-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-8=-84, 2-9=-14 Concentrated Loads (lb) Vert: 13=-255 (B), 15=-922 (B), 16=-255 (B) Job Truss Truss Type Qty Ply 19-067310T Q02 Half Hip Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 1 ID:R6s3toHPCI3HPpVzwLvT9cyj1Bg-vYs6dEKPbuhZ4lwu2TPRU0K73BG2U?O9savi18yj0YI 6 12 =4x5 =4x5 =3x4 =3x4 =7x10 =3x4 =3x8 =3x4 =2x4 =3x4 81 2 12 11 14 10 9 7 63 4 13 5 T1 T2 T1 B1 B2 W 1 W2 W 3 W 4 W 3 W2 W 1 1-6-0 -1-6-0 1-6-0 21-6-0 3-0-0 11-6-0 4-3-0 20-0-0 4-3-0 4-3-0 4-3-0 8-6-0 4-3-0 15-9-0 3-3-8 11-7-12 4-1-4 8-4-4 4-1-4 15-9-0 4-3-0 20-0-0 4-3-0 4-3-0 5 -3 -15 0-5-0 0-1-13 4 -6 -3 4 -6 -3 0 -1 -13 4 -8 -0 Scale = 1:45.2 Plate Offsets (X, Y):[4:0-2-8,0-0-12], [12:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.07 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.09 10-11 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.27 Horz(CT)0.03 7 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 10-11 >999 240 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6EBOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=2158/0-5-8, (min. 0-1-8), 7=2158/0-5-8, (min. 0-1-8) Max Horiz 2=-88 (LC 9) Max Uplift 2=-757 (LC 8), 7=-757 (LC 9) 48 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3814/1368, 3-4=-3575/1386, 4-13=-3112/1266, 5-13=-3112/1266, 5-6=-3586/1390, 6-7=-3808/1367 BOT CHORD 2-12=-1217/3293, 11-12=-1217/3293, 11-14=-1150/3101, 10-14=-1150/3101, 9-10=-1129/3288, 7-9=-1129/3288 WEBS 3-11=-361/234, 4-11=-534/1223, 5-10=-538/1231, 6-10=-364/243 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 lb uplift at joint 2 and 757 lb uplift at joint 7. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 922 lb down and 472 lb up at 8-6-0, and 255 lb down and 140 lb up at 10-0-0, and 922 lb down and 472 lb up at 11-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 5-8=-84, 2-7=-14 Concentrated Loads (lb) Vert: 11=-922 (F), 10=-922 (F), 14=-255 (F) Job Truss Truss Type Qty Ply 19-067310T S01 Hip Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 1 ID:sz3d4eWyURaSou0p5YG9zqyj1BM-vYs6dEKPbuhZ4lwu2TPRU0K7OBJAU0K9savi18yj0YI 8 12 =4x5 =3x4 =3x4=1.5x4 =3x4 =3x4 1 7 2 8 6 9 12111035 4 T1 T1 B1 W 1 HW1 HW 1 1-6-0 -1-6-0 1-6-0 9-8-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4 -0 -14 0-8-0 3 -4 -11 Scale = 1:40.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)-0.01 6-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 6-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 8 >999 240 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/StdSLIDERLeft 2x4 DF Stud/Std -- 2-4-9, Right 2x4 DF Stud/Std -- 2-4-9 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=533/0-3-8, (min. 0-1-8), 6=533/0-3-8, (min. 0-1-8) Max Horiz 2=-99 (LC 10) Max Uplift 2=-115 (LC 12), 6=-115 (LC 13) 49 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-430/63, 9-10=-352/68, 3-10=-327/71, 3-4=-291/77, 4-5=-291/77, 5-11=-327/71, 11-12=-352/69, 6-12=-430/63 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 4-1-0, Exterior (2) 4-1-0 to 7-1-0, Interior (1) 7-1-0 to 9-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 2 and 115 lb uplift at joint 6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T T01 Common Structural Gable 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 1 ID:1ijgydngOwzeDc1O?1fiH2yjF?R-vYs6dEKPbuhZ4lwu2TPRU0K77BLpU3U9savi18yj0YI 8 12 =4x5 =3x4 =3x4=1.5x4 =3x4 =3x4 1 7 2 8 6 9 12111035 4 T1 T1 B1 W 1 HW1 HW 1 1-6-0 -1-6-0 1-6-0 9-8-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4 -0 -14 0-8-0 3 -4 -11 Scale = 1:40.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)-0.01 6-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 6-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 8 >999 240 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/StdSLIDERLeft 2x4 DF Stud/Std -- 2-4-9, Right 2x4 DF Stud/Std -- 2-4-9 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=533/0-3-8, (min. 0-1-8), 6=533/0-3-8, (min. 0-1-8) Max Horiz 2=-99 (LC 10) Max Uplift 2=-115 (LC 12), 6=-115 (LC 13) 50 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-430/63, 9-10=-352/68, 3-10=-327/71, 3-4=-291/77, 4-5=-291/77, 5-11=-327/71, 11-12=-352/69, 6-12=-430/63 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-7-0 to 1-5-0, Interior (1) 1-5-0 to 4-1-0, Exterior (2) 4-1-0 to 7-1-0, Interior (1) 7-1-0 to 9-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 2 and 115 lb uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-067310T T02 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Thu Aug 29 09:19:07 Page: 1 ID:KKAl?q3klI?E5Is?P35KF6yjF?3-vYs6dEKPbuhZ4lwu2TPRU0K77BLpU3U9savi18yj0YI