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Truss Sealed UFP - 230 Emerson Way5 12 10x12 4x6 2x4 3x4 3x4 8x8 6x6 8x8 3x4 MT18HS 5x12 3x4 2x4 4x6 10x12 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 25 26 14 27 28 1329 30 3112 11 32 10 33 34 91 82 73 23 24 64 5 B1 B2 3-10-13 8-1-3 3-10-13 19-9-11 3-10-13 15-10-13 3-10-13 12-0-0 4-2-5 4-2-5 4-2-5 24-0-0 4-8-3 19-0-5 4-8-3 14-4-2 4-8-3 9-7-14 4-11-11 4-11-11 4-11-11 24-0-0 1-0-0 Scale = 1:42.1 Plate Offsets (X, Y): [5:0-3-8,0-2-4], [12:0-4-0,0-4-12], [13:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.22 13-14 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT) -0.31 13-14 >928 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.08 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=5756/0-5-8, (min. 0-3-10), 9=6498/0-5-8, (min. 0-4-2) Max Horiz 1=-68 (LC 31) Max Uplift 1=-446 (LC 9), 9=-506 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4142/295, 2-3=-9549/754, 3-23=-9436/761, 4-23=-9309/771, 4-5=-8565/701, 5-6=-8581/702, 6-24=-9473/784, 7-24=-9597/775, 7-8=-9711/767, 8-9=-4227/326 BOT CHORD 1-25=-709/8568, 25-26=-709/8568, 14-26=-709/8568, 14-27=-635/8180, 27-28=-635/8180, 13-28=-635/8180, 13-29=-457/6532, 29-30=-457/6532, 30-31=-457/6532, 12-31=-457/6532, 11-12=-571/8222, 11-32=-571/8222, 10-32=-571/8222, 10-33=-655/8731, 33-34=-655/8731, 9-34=-655/8731 WEBS 5-12=-307/3491, 6-12=-1164/174, 6-10=-116/1052, 7-10=-141/503, 5-13=-303/3451, 4-13=-1090/168, 4-14=-102/880, 3-14=-143/548 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered 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=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 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 446 lb uplift at joint 1 and 506 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) Use USP JL26 (With 6-16d nails into Girder & 4-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 23-5-4 to connect truss (es) T02 (1 ply 2x4 SPF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply G01 1 219071986BCommon Girder Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:35 Page: 1 ID:vUDOZW5wQmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZmPXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6 Continued on page 2 230 Emerson Way Florence, MA 09/09/2019 Uniform Loads (lb/ft) Vert: 1-5=-100, 5-9=-100, 15-19=-20 Concentrated Loads (lb) Vert: 11=-781 (B), 21=-785 (B), 25=-781 (B), 26=-781 (B), 27=-781 (B), 28=-781 (B), 29=-781 (B), 30=-781 (B), 31=-781 (B), 32=-781 (B), 33=-781 (B), 34=-781 (B) Job Truss Truss Type Qty Ply G01 1 219071986BCommon Girder Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:35 Page: 2 ID:vUDOZW5wQmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZmPXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6 230 Emerson Way Florence, MA 09/09/2019 5 12 5x12 5x6 2x4 3x4 MT20HS 3x10 4x8 3x4 2x4 5x6 5x12 12 25 11 26 10 1 9 2 8 73 4 62124 22 23 5 B1 B1 1-0-0 -1-0-0 1-0-0 25-0-0 5-10-4 17-10-4 5-10-4 12-0-0 6-1-12 6-1-12 6-1-12 24-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 8-0-0 1-0-0 Scale = 1:45.1 Plate Offsets (X, Y): [2:0-8-3,Edge], [8:0-8-3,Edge], [8:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.25 10-12 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT) -0.44 10-12 >654 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 2=1540/0-5-8, (min. 0-2-7), 8=1540/0-5-8, (min. 0-2-7) Max Horiz 2=73 (LC 11) Max Uplift 2=-103 (LC 11), 8=-103 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2314/193, 4-21=-2103/180, 21-22=-1997/189, 5-22=-1990/201, 5-23=-1990/201, 23-24=-1997/189, 6-24=-2103/180, 6-7=-2314/193 BOT CHORD 2-12=-164/2036, 12-25=-43/1528, 11-25=-43/1528, 11-26=-43/1528, 10-26=-43/1528, 8-10=-101/2036 WEBS 4-12=-479/149, 5-12=-61/653, 5-10=-61/653, 6-10=-479/149 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-0-0, Exterior (2) 9-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-0-0, Exterior (2) 22-0-0 to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 2 and 103 lb uplift at joint 8. 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 T01 6 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1 ID:3Cl?RWb0RH43GAZof8_gtRyvFW7-mk8XhuLkCfVQNZ6Z09dni5Y4ezMC3gaXoCKvBUyoKK5 230 Emerson Way Florence, MA 09/09/2019 5 12 4x4 5x6 28 27 26 25 24 23 22 21 20 19 18 17 16 1 15 2 14 3 13 4 12 5 11 29 32 6 10 30 31 7 9 8 B1 B2 1-0-0 -1-0-0 1-0-0 25-0-0 12-0-0 12-0-0 12-0-0 24-0-0 24-0-0 1-0-0 Scale = 1:45.3 Plate Offsets (X, Y): [20:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 16 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 24-0-0. (lb) - Max Horiz 28=73 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27, 28 Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 22, 25, 26, 27 except 16=260 (LC 17), 20=300 (LC 19), 21=326 (LC 19), 23=326 (LC 18), 24=300 (LC 18), 28=260 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-23=-285/105, 6-24=-259/66, 9-21=-285/105, 10-20=-259/66 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 9-0-0, Corner (3) 9-0-0 to 15-0-0, Exterior (2) 15-0-0 to 22-0-0, Corner (3) 22-0-0 to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T01GE 1 119071986BCommon Supported Gable Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1 ID:JqUOJH8JHcCudrLP91Hh3QyvFU7-mk8XhuLkCfVQNZ6Z09dni5YB0zZi3hDXoCKvBUyoKK5 230 Emerson Way Florence, MA 09/09/2019 5 12 5x10 4x4 2x4 6x10 2x4 5x6 MT20HS 3x10 6x6 4x6 5x8 2x4 3x4 3x4 2x4 4x4 3x6 17 16 32 15 14 1331 1 122 3 1126 30 4 10 2927 95 8286 7 B1 B3B2 1-0-0 -1-0-0 5-6-13 28-1-11 5-6-13 11-5-3 5-6-13 17-0-0 5-6-13 22-6-13 5-10-5 34-0-0 5-10-5 5-10-5 0-2-12 22-0-0 5-10-5 34-0-0 6-1-11 28-1-11 10-4-1 21-9-4 11-5-3 11-5-3 1-0-0 Scale = 1:58.7 Plate Offsets (X, Y): [2:0-6-1,Edge], [12:0-4-1,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.34 15-17 >771 240 MT20 197/144 (Roof Snow = 60.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.49 15-17 >535 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 15 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 2=1790/0-5-8, (min. 0-2-7), 12=666/ Mechanical, (min. 0-1-8), 15=3474/0-5-8, (min. 0-4-7) Max Horiz 2=107 (LC 15) Max Uplift 2=-104 (LC 11), 12=-55 (LC 12), 15=-106 (LC 12) Max Grav 2=1943 (LC 18), 12=801 (LC 19), 15=3474 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/0, 3-26=-2831/161, 4-26=-2804/175, 4-27=-2151/104, 5-27=-1811/118, 5-6=-2258/177, 6-7=-2006/193, 7-28=0/961, 8-28=0/765, 8-9=0/716, 9-29=-9/837, 10-29=-29/656, 10-30=-755/150, 11-30=-778/74, 11-12=-538/39 BOT CHORD 2-17=-247/2494, 17-31=0/539, 16-31=0/539, 16-32=0/539, 15-32=0/539, 14-15=-53/718, 13-14=-53/718, 12-13=-53/718 WEBS 4-17=-776/141, 5-17=-1284/172, 7-17=-155/2238, 7-15=-2384/141, 9-15=-1188/151, 10-15=-1212/129 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-4-13, Interior (1) 2-4-13 to 13-7-3, Exterior (2) 13-7-3 to 20-4-13, Interior (1) 20-4-13 to 30-7-3, Exterior (2) 30-7-3 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 2, 106 lb uplift at joint 15 and 55 lb uplift at joint 12. 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 T02 12 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1 ID:GIjs?D_Do60z0bisFkX6vByvFT1-mk8XhuLkCfVQNZ6Z09dni5Y5dzR33UuXoCKvBUyoKK5 230 Emerson Way Florence, MA 09/09/2019 5 12 3x6 4x4 3x4 3x4 4x4 3x4 5x6 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 1 21220 41 19344 184 175 166 43157 148429131210 11 B1 B3B2 0-1-12 0-1-12 1-0-0 -1-0-0 16-10-4 17-0-0 17-0-0 34-0-0 3-0-0 3-0-0 31-0-0 34-0-0 1-0-0 Scale = 1:58.9 Plate Offsets (X, Y): [24:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 22 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 163 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 34-0-0. (lb) - Max Horiz 40=108 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 33, 34, 35, 36, 37, 38, 39, 40 Max Grav All reactions 250 (lb) or less at joint(s) 22, 23, 24, 25, 26, 27, 31, 36, 37, 38 except 28=300 (LC 19), 29=322 (LC 19), 30=340 (LC 19), 33=337 (LC 18), 34=319 (LC 18), 35=280 (LC 18), 39=306 (LC 18), 40=299 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-40=-273/100 WEBS 10-33=-296/105, 8-34=-279/73, 12-30=-300/105, 14-29=-282/75, 15-28=-260/58 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-0-0 to 2-4-13, Exterior (2) 2-4-13 to 13-7-3, Corner (3) 13-7-3 to 20-4-13, Exterior (2) 20-4-13 to 30-5-7, Corner (3) 30-5-7 to 33-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 40, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T02GE 1 119071986BCommon Supported Gable Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1 ID:sXd?4daKVs39n_N43pOMrJyvFSH-EwiwvEMMzydH?jhlat80FI4MmNvmo6Qg1s3SkwyoKK4 230 Emerson Way Florence, MA 09/09/2019 8 12 4x10 4x4 2x4 4x4 4x10 6x6 MT20HS 3x10 4x10 4x4 2x4 4x4 4x10 1 11 29 30 14 31 13 12 33 3432 2 10 3 92328 4 8 272475 2625 6 B1 B2 1-0-0 30-6-0 1-0-0 -1-0-0 7-2-12 21-11-12 7-2-12 14-9-0 7-6-4 7-6-4 7-6-4 29-6-0 9-7-11 19-6-13 9-11-3 29-6-0 9-11-3 9-11-3 1-0-0 Scale = 1:55.6 Plate Offsets (X, Y): [2:0-5-6,Edge], [10:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.30 12-14 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT) -0.48 12-14 >743 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 2=1870/0-5-8, (min. 0-2-15), 10=1870/0-5-8, (min. 0-2-15) Max Horiz 2=-210 (LC 9) Max Uplift 2=-109 (LC 11), 10=-109 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/1, 3-23=-2350/135, 4-23=-2332/165, 4-24=-2132/207, 5-24=-1991/210, 5-25=-1959/215, 6-25=-1934/233, 6-26=-1935/233, 7-26=-1959/215, 7-27=-1991/210, 8-27=-2133/207, 8-28=-2332/165, 9-28=-2350/135, 9-10=-796/1 BOT CHORD 2-29=-229/1947, 29-30=-157/1947, 14-30=-157/1947, 14-31=-1/1328, 13-31=-1/1328, 13-32=-1/1328, 12-32=-1/1328, 12-33=-32/1829, 33-34=-32/1829, 10-34=-32/1829 WEBS 6-12=-137/935, 8-12=-658/240, 6-14=-137/935, 4-14=-658/239 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-9-0, Exterior (2) 11-9-0 to 17-9-0, Interior (1) 17-9-0 to 27-6-0, Exterior (2) 27-6-0 to 30-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 109 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T03 14 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1 ID:DmyJh9r7Jdr1QM2JMRnXkyyvFRx-EwiwvEMMzydH?jhlat80FI4FONgNo3og1s3SkwyoKK4 230 Emerson Way Florence, MA 09/09/2019 8 12 3x8 4x4 8x8 5x6 3x4 8x8 4x4 3x8 191 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 182 173 164 155 146 137 4544128 9 11 10 B1 B2 1-0-0 30-6-0 1-0-0 -1-0-0 14-9-0 29-6-0 14-9-0 14-9-0 29-6-0 1-0-0 Scale = 1:54.7 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [8:0-4-0,0-4-8], [12:0-4-0,0-4-8], [18:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 34-35 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 34-35 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 18 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -- 0-9-12, Right 2x4 SPF No.2 -- 0-9-12 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 11-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 29-6-0. (lb) - Max Horiz 2=210 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 21, 22, 23, 24, 25, 26, 29, 30, 31, 32, 33, 34, 18 except 20=-128 (LC 12), 35=-166 (LC 11), 2=-147 (LC 7) Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 28, 31, 32, 33, 34, 35 except 25=314 (LC 19), 26=364 (LC 19), 29=364 (LC 18), 30=314 (LC 18), 2=303 (LC 22), 18=288 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-29=-323/55, 8-30=-274/79, 11-26=-323/46, 12-25=-274/82 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 11-9-0, Corner (3) 11-9-0 to 17-9-0, Exterior (2) 17-9-0 to 27-6-0, Corner (3) 27-6-0 to 30-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 18, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 18 except (jt=lb) 2=147, 35=166, 20=128, 2=147. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T03GE 1 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1 ID:O9evZkAhjDM3nfBh_JI5tsyvFRV-EwiwvEMMzydH?jhlat80FI4OjNvlo5yg1s3SkwyoKK4 230 Emerson Way Florence, MA 09/09/2019 8 12 3x8 4x4 4x10 3x4 8x8 4x10 4x10 10x12 3x4 4x10 3x4 8x8 3x4 3x4 4x4 4x10 181 29 28 27 26 25 24 23 22 21 20 19 49 50 172 30 3 16 3532 4844 4 33 5 6 7 153431 8 45 14139 46 47 10 12 11 B1 B2 1-0-0 30-6-0 1-0-0 -1-0-0 7-2-12 21-11-12 7-2-12 14-9-0 7-6-4 7-6-4 7-6-4 29-6-0 9-7-11 19-6-13 9-11-3 29-6-0 9-11-3 9-11-3 1-0-0 Scale = 1:55.6 Plate Offsets (X, Y): [2:0-4-10,0-0-1], [9:0-4-0,0-4-8], [11:0-8-0,0-4-4], [13:0-4-0,0-4-8], [17:0-5-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.14 19-42 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT) -0.29 19-42 >851 180 TCDL 15.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 17 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31, 32, 33, 34, 35 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 8-11-8. except 17=0-5-8 (lb) - Max Horiz 2=-208 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 26, 27, 28, 2 except 29=-109 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 28 except 26=859 (LC 1), 27=603 (LC 1), 29=281 (LC 21), 2=398 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-44=-268/128, 4-5=-287/109, 5-6=-266/136, 6-7=-454/144, 7-8=-353/156, 8-45=-620/169, 9-45=-558/173, 9-46=-560/190, 10-46=-470/199, 10-11=-432/223, 11-12=-1240/269, 12-47=-1264/244, 13-47=-1357/239, 13-14=-1480/248, 14-15=-1413/198, 15-48=-1519/154, 16-48=-1653/124, 16-17=-821/0 BOT CHORD 24-25=0/638, 23-24=0/638, 22-23=0/638, 21-22=0/641, 20-21=0/641, 19-20=0/641, 19-49=-15/1264, 49-50=-15/1264, 17-50=-15/1264 WEBS 11-34=-176/976, 34-35=-177/993, 30-35=-203/1119, 19-30=-125/854, 15-19=-515/189, 25-32=-713/0, 31-32=-664/0, 11-31=-725/0, 7-33=0/589, 25-33=0/660, 14-30=-394/84, 8-33=-731/86, 26-33=-804/86, 6-27=-602/40 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-7-4, Exterior (2) 11-7-4 to 17-7-4, Interior (1) 17-7-4 to 27-6-0, Exterior (2) 27-6-0 to 30-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 2 except (jt=lb) 17=113, 29=108. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T03SGE 1 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1 ID:qMUbcdSY?Ub9tojtesgjd?yvFPs-i7FI6aN_kGl8dtFx7agFnWdWTn4VXVjpGWp?GMyoKK3 230 Emerson Way Florence, MA 09/09/2019 8 12 4x12 5x6 2x4 4x6 5x8 2x4 5x6 4x12 10 1 9 2 8 3 7 4 6 19 22 20 21 5 B1 B1 1-0-0 -1-0-0 1-0-0 21-0-0 4-10-4 14-10-4 4-10-4 10-0-0 5-1-12 5-1-12 5-1-12 20-0-0 10-0-0 10-0-0 10-0-0 20-0-0 1-0-0 Scale = 1:45.2 Plate Offsets (X, Y): [2:0-3-8,Edge], [8:0-7-13,Edge], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.05 10 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT) -0.13 10-13 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 2=1300/0-5-8, (min. 0-2-1), 8=1300/0-5-8, (min. 0-2-1) Max Horiz 2=-147 (LC 9) Max Uplift 2=-78 (LC 11), 8=-78 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/0, 3-4=-1444/132, 4-19=-1153/108, 19-20=-1044/111, 5-20=-1015/128, 5-21=-1015/128, 21-22=-1044/111, 6-22=-1153/108, 6-7=-1444/132, 7-8=-404/0 BOT CHORD 2-10=-164/1125, 8-10=-25/1125 WEBS 5-10=-35/629, 6-10=-428/154, 4-10=-428/153 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-0-0, Exterior (2) 18-0-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 2 and 78 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 T04 2 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1 ID:_rUBVWLTQW74SpGOpFYNRpyvFRH-i7FI6aN_kGl8dtFx7agFnWdRwn6LXYrpGWp?GMyoKK3 230 Emerson Way Florence, MA 09/09/2019 8 12 MT20HS 3x10 12x12 5x6 3x8 3x8 5x8 4x4 5x6 MT18HS 3x12 19 18 17 16 15 1 14 2 1320 22 4 123 21 5 6 11 7 31 34 32 33 8 10 9 B1 B2 1-0-0 -1-0-0 1-0-0 21-0-0 4-10-4 14-10-4 4-10-4 10-0-0 5-1-12 5-1-12 5-1-12 20-0-0 10-0-0 10-0-0 10-0-0 20-0-0 1-0-0 Scale = 1:45.2 Plate Offsets (X, Y): [2:0-2-4,0-0-1], [2:2-1-7,0-6-1], [3:0-11-1,0-2-12], [15:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 15-29 >999 240 MT20HS 148/108 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT) -0.17 15-29 >864 180 MT20 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 13 n/a n/a MT18HS 197/144 BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20, 22 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 13=0-5-8 (lb) - Max Horiz 2=147 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 2 except 16=-101 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 19 except 16=261 (LC 18), 17=453 (LC 1), 18=467 (LC 1), 2=394 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-354/68, 6-7=-410/62, 7-31=-556/74, 31-32=-545/78, 8-32=-528/82, 8-9=-535/103, 9-10=-515/85, 10-33=-512/56, 33-34=-540/52, 11-34=-662/43, 11-12=-852/92, 12-13=-467/0 BOT CHORD 13-15=0/788 WEBS 9-15=-40/292, 15-22=-511/161, 11-22=-436/143, 6-21=0/377, 20-21=0/395, 15-20=0/407, 8-20=-271/71, 16-20=-280/73, 7-21=-395/35, 17-21=-422/29, 5-18=-424/38 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-0-0, Exterior (2) 18-0-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 18, 19, 2 except (jt=lb) 16=100. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T04GE 1 119071986BCommon Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1 ID:y0_wtaF0vGN0FhcWtfrfAQyvFNX-i7FI6aN_kGl8dtFx7agFnWdVMn86XXSpGWp?GMyoKK3 230 Emerson Way Florence, MA 09/09/2019 8 12 3x4 4x4 3x4 16 15 14 13 12 11 10 91 82 73 1817 64 5 B1 1-0-0 13-0-0 1-0-0 -1-0-0 6-0-0 12-0-0 6-0-0 6-0-0 12-0-0 1-0-0 Scale = 1:36.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR BCDL 10.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-0-0. (lb) - Max Horiz 16=-93 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 14, 15, 16 Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 13, 15, 16 except 12=301 (LC 19), 14=301 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-260/72, 6-12=-260/72 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 3-0-0, Corner (3) 3-0-0 to 9-0-0, Exterior (2) 9-0-0 to 10-0-0, Corner (3) 10-0-0 to 13-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply T05GE 1 119071986BCommon Supported Gable Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1 ID:BD_Td1yKoaDZlsCivvuof9yvFNw-i7FI6aN_kGl8dtFx7agFnWdXMnF9XbLpGWp?GMyoKK3 230 Emerson Way Florence, MA 09/09/2019 5 12 3x4 2x4 2x4 2x4 4x4 3x4 2x4 2x4 3x4 1 5 9 8 7 6 1815 42 1716 3 B1 B2 0-8-6 19-10-9 9-2-15 19-2-3 9-11-4 9-11-4 19-10-9 0-0-4 Scale = 1:36.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horiz(TL) -0.02 14 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 19-10-9. (lb) - Max Horiz 1=54 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 8 except 1=-106 (LC 18), 6=-102 (LC 12), 9=-106 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=777 (LC 18), 8=970 (LC 1), 9=779 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-113/852, 2-15=-74/965, 2-16=-29/805, 3-16=-21/916, 3-17=-20/916, 4-17=-29/775, 4-18=-74/967, 5-18=-90/854 BOT CHORD 1-9=-792/116, 8-9=-792/116, 7-8=-792/116, 6-7=-792/116, 5-6=-792/116 WEBS 3-8=-956/99, 2-9=-603/135, 4-6=-606/135 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-10 to 3-0-10, Interior (1) 3-0-10 to 6-11-14, Exterior (2) 6-11-14 to 12-11-14, Interior (1) 12-11-14 to 16-11-2, Exterior (2) 16-11-2 to 19-11-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=105, 9=106, 6=101. 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 V01 1 119071986BValley Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1 ID:qCBA_dHiZHol8Aap7hWaqyyvFWX-AJpgKvOcVat?E1q8hIBUKj9aJBWCG?kzV9YZopyoKK2 230 Emerson Way Florence, MA 09/09/2019 5 12 3x4 2x4 2x4 4x6 2x4 2x4 2x4 3x4 1 5 8 7 6 1813 2 4 14 171516 3 B1 0-8-6 15-10-9 7-2-15 15-2-3 7-11-4 7-11-4 15-10-9 0-0-4 Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 15-10-9. (lb) - Max Horiz 1=43 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 8 Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=598 (LC 18), 7=514 (LC 1), 8=598 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-452/66, 2-8=-481/109, 4-6=-481/109 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-10 to 3-0-10, Interior (1) 3-0-10 to 4-11-14, Exterior (2) 4-11-14 to 10-11-14, Interior (1) 10-11-14 to 12-11-2, Exterior (2) 12-11-2 to 15-11-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 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 V02 1 119071986BValley Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1 ID:XsGXWECJC8wkp5YTDjux2UyvFWe-AJpgKvOcVat?E1q8hIBUKj9g4BZcG2UzV9YZopyoKK2 230 Emerson Way Florence, MA 09/09/2019 5 12 4x4 5x6 2x4 4x4 1 3 4 109 2 B1 0-8-6 11-10-9 5-2-15 11-2-3 5-11-4 5-11-4 11-10-9 0-0-4 Scale = 1:28.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.15 Horiz(TL) 0.01 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=70/11-10-9, (min. 0-2-4), 3=70/11-10-9, (min. 0-2-4), 4=1286/11-10-9, (min. 0-2-4) Max Horiz 1=32 (LC 11) Max Uplift 1=-23 (LC 18), 3=-23 (LC 17), 4=-63 (LC 11) Max Grav 1=131 (LC 17), 3=131 (LC 18), 4=1286 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-143/670, 2-9=-114/769, 2-10=-114/769, 3-10=-122/670 BOT CHORD 1-4=-620/157, 3-4=-620/157 WEBS 2-4=-1027/222 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1, 23 lb uplift at joint 3 and 63 lb uplift at joint 4. 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 V03 1 119071986BValley Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1 ID:e500gs8p8vPJKUEh_tp?teyvFWi-AJpgKvOcVat?E1q8hIBUKj9cRBThG1VzV9YZopyoKK2 230 Emerson Way Florence, MA 09/09/2019 5 12 3x4 2x4 4x4 3x4 1 3 4 109 2 B1 0-8-6 7-10-9 3-2-15 7-2-3 3-11-4 3-11-4 7-10-9 1-7-15 0-0-4 1-4-3 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MP BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 7-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=97/7-10-9, (min. 0-1-8), 3=97/7-10-9, (min. 0-1-8), 4=752/7-10-9, (min. 0-1-8) Max Horiz 1=20 (LC 15) Max Uplift 1=-12 (LC 11), 3=-16 (LC 12), 4=-34 (LC 11) Max Grav 1=126 (LC 17), 3=126 (LC 18), 4=752 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-149/347, 2-9=-65/393, 2-10=-65/393, 3-10=-70/347 BOT CHORD 1-4=-327/128, 3-4=-327/104 WEBS 2-4=-526/127 NOTES 1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1, 16 lb uplift at joint 3 and 34 lb uplift at joint 4. 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 V04 1 119071986BValley Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1 ID:tYX_?72o1SPRMFd9WCg7YyyvFWq-AJpgKvOcVat?E1q8hIBUKj9ikBYuG2mzV9YZopyoKK2 230 Emerson Way Florence, MA 09/09/2019