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HomeMy WebLinkAboutTRUSS SPECS - 20-00608 - 131 Charles Place - SFR Addition4x8 1 15 2 23 22 21 20 19 18 17 16 14 3 13 124 115 10624 97 8 T2 T1 T2 T1 B1 B1B2 W7 W4 W1 W2 W3 W4 W3 W2 W1 W6 W5W5 Scale = 1:75.6 Plate Offsets (X, Y): [6:0-5-4,0-1-12], [7:0-3-12,0-2-4], [9:0-3-12,0-2-4], [10:0-5-4,0-1-12], [17:0-3-8,0-2-0], [18:0-3-8,0-2-0], [21:0-3-8,0-2-0], [22:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.44 18-21 >999 360 MT20 220/195 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.37 Vert(CT) -0.69 18-21 >725 240 TCDL 10.0 Rep Stress Incr Yes WB 0.25 Horz(CT) 0.06 14 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.14 18-21 >999 240 BCDL 10.0 Weight: 615 lb FT = 20% LUMBER TOP CHORD 2x8 DF 2250F 1.9E BOT CHORD 2x8 DF 2250F 1.9E WEBS 2x4 SPF No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 24 REACTIONS (lb/size) 2=2572/0-5-8, (min. 0-1-8), 14=2572/0-5-8, (min. 0-1-8) Max Horiz 2=154 (LC 10) Max Uplift 2=-133 (LC 10), 14=-133 (LC 11) Max Grav 2=2642 (LC 2), 14=2642 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5488/152, 3-4=-5302/180, 4-5=-4912/5, 5-6=-4815/14, 6-7=-4040/118, 7-8=0/1283, 8-9=0/1283, 9-10=-4040/118, 10-11=-4815/14, 11-12=-4912/5, 12-13=-5302/181, 13-14=-5488/156 BOT CHORD 2-23=-219/4916, 22-23=-219/4916, 21-22=-175/4937, 20-21=0/4116, 19-20=0/4116, 18-19=0/4116, 17-18=-22/4937, 16-17=-70/4916, 14-16=-70/4916 WEBS 10-18=0/1985, 6-21=0/1985, 7-24=-5668/7, 9-24=-5668/7, 8-24=0/725, 4-21=-1772/356, 4-22=-694/318, 12-18=-1772/356, 12-17=-694/318 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 7) Plates checked for a plus or minus 6 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Ceiling dead load (5.0 psf) on member(s). 6-7, 9-10, 7-24, 9-24 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-21 12) One RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 14. This connection is for uplift only and does not consider lateral forces. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply Whoolery Addition A01 2 224624Attic Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:15 Page: 1 ID:aao8bTYKBH0l49?D6Hi?Tnyjyp?-9GYllj61SekCDBQeate4mc7MmPwZnkExOWFD6tyjxB_ Continued on page 2 14) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 15) Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Whoolery Addition A01 2 224624Attic Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:15 Page: 2 ID:aao8bTYKBH0l49?D6Hi?Tnyjyp?-9GYllj61SekCDBQeate4mc7MmPwZnkExOWFD6tyjxB_ 4x10 1 17 2 28 25 24 23 22 21 20 19 18 16 27 153 144 5 13126 117 26 108 9 T2 T1 T2 T1 B1 B1B2 W7 W8 W1 W2 W3 W4 W5 W5 W4 W3 W2 W1 W6W6 Scale = 1:75.6 Plate Offsets (X, Y): [7:0-6-8,0-0-8], [8:0-3-12,0-2-4], [10:0-3-12,0-2-4], [11:0-6-8,0-0-8], [20:0-7-4,Edge], [23:0-7-4,Edge] Loading (psf)Spacing 4-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.56 20-23 >897 360 MT20 220/195 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.63 Vert(CT) -1.08 20-23 >464 240 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.08 16 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.23 20-23 >999 240 BCDL 10.0 Weight: 1252 lb FT = 20% LUMBER TOP CHORD 2x8 DF 2250F 1.9E BOT CHORD 2x8 DF 2250F 1.9E WEBS 2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 9, 26REACTIONS(lb/size) 2=7987/0-5-8, (min. 0-2-2), 16=7426/0-5-8, (min. 0-2-0) Max Horiz 2=307 (LC 31) Max Grav 2=8031 (LC 2), 16=7426 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-17238/0, 3-27=-16988/0, 3-4=-16955/0, 4-5=-16249/0, 5-6=-15315/0, 6-7=-15070/0, 7-8=-11937/0, 8-9=0/4517, 9-10=0/4531, 10-11=-11924/0, 11-12=-15145/0, 12-13=-15290/0, 13-14=-15431/0, 14-15=-15521/0, 15-16=-15710/0 BOT CHORD 2-28=0/15480, 25-28=0/15480, 24-25=0/15376, 23-24=0/15221, 22-23=0/12403, 21-22=0/12403, 20-21=0/12403, 19-20=0/14715, 18-19=0/14349, 16-18=0/14103 WEBS 11-20=0/8334, 7-23=0/8073, 8-26=-17805/0, 10-26=-17805/0, 9-26=0/2239, 3-25=0/410, 4-25=0/575, 4-24=-675/0, 5-24=-1160/839, 5-23=-5995/0, 13-20=-5557/1237, 13-19=-2151/167, 14-19=-224/254, 15-18=0/567 NOTES 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) Plates checked for a plus or minus 6 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 7-8, 10-11, 8-26, 10-26 12) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 20-23 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply Whoolery Addition A02 2 424624Attic Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 1 ID:tLSIpfRQ0g_7iYnI4XHXzeyjxwK-dT57y36fDys3rL?q8b9JJpgQXoCjW6x4dA_mdJyjxAz Continued on page 2 14) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Use USP THDH26-2 (With 20-16d nails into Girder & 8-16d nails into Truss) or equivalent at 28-8-8 from the left end to connect truss(es) T02 (2 ply 2x6 SPF) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) NOTE: DUE TO THE OVERALL LENGTH TO DEPTH RATIO OF THE ROOM, THE FLOOR MAY EXHIBIT OBJECTIONABLE VIBRATION AND OR BOUNCE. BUILDING DESIGNER TO CONSIDER PROVIDING MEANS TO DAMPEN THESE EFFECTS. TRUSS DESIGN SHALL BE REVIEWED AND APPROVED PRIOR TO MANUFACTURING. 19) Attic room checked for L/360 deflection. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-179, 7-27=-279, 7-8=-199, 8-9=-179, 9-10=-179, 10-11=-199, 11-17=-179, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1653 (F) 2) Dead + 0.75 Snow (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-144, 7-27=-244, 7-8=-164, 8-9=-144, 9-10=-144, 10-11=-164, 11-17=-144, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1348 (F) 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-144, 7-27=-244, 7-8=-238, 8-9=-218, 9-10=-71, 10-11=-91, 11-17=-71, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1348 (F) 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-71, 7-27=-171, 7-8=-91, 8-9=-71, 9-10=-218, 10-11=-238, 11-17=-144, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1348 (F) 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-27=-40, 7-27=-140, 7-8=-60, 8-9=-40, 9-10=-40, 10-11=-60, 11-17=-40, 2-28=-80, 23-28=-180, 20-23=-160, 16-20=-80, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-656 (F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=56, 2-27=31, 7-27=-69, 7-8=19, 8-9=31, 9-10=26, 10-11=14, 11-16=26, 16-17=15, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-80, 2-9=-55, 9-16=50, 16-17=39 Concentrated Loads (lb) Vert: 20=285 (F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=15, 2-27=26, 7-27=-74, 7-8=14, 8-9=26, 9-10=31, 10-11=19, 11-16=31, 16-17=56, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-39, 2-9=-50, 9-16=55, 16-17=80 Concentrated Loads (lb) Vert: 20=285 (F) 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=4, 2-27=-7, 7-27=-107, 7-8=-27, 8-9=-7, 9-10=-11, 10-11=-31, 11-16=-11, 16-17=-1, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-44, 2-9=-33, 9-16=29, 16-17=39 Concentrated Loads (lb) Vert: 20=300 (F) 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-1, 2-27=-11, 7-27=-111, 7-8=-31, 8-9=-11, 9-10=-7, 10-11=-27, 11-16=-7, 16-17=4, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-39, 2-9=-29, 9-16=33, 16-17=44 Concentrated Loads (lb) Vert: 20=300 (F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=41, 2-27=52, 7-27=-48, 7-8=40, 8-9=52, 9-10=19, 10-11=7, 11-16=19, 16-17=8, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-65, 2-9=-76, 9-16=43, 16-17=32 Concentrated Loads (lb) Vert: 20=285 (F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=8, 2-27=19, 7-27=-81, 7-8=7, 8-9=19, 9-10=52, 10-11=40, 11-16=52, 16-17=41, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-32, 2-9=-43, 9-16=76, 16-17=65 Concentrated Loads (lb) Vert: 20=285 (F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=41, 2-27=52, 7-27=-48, 7-8=40, 8-9=52, 9-10=19, 10-11=7, 11-16=19, 16-17=8, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-65, 2-9=-76, 9-16=43, 16-17=32 Concentrated Loads (lb) Job Truss Truss Type Qty Ply Whoolery Addition A02 2 424624Attic Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 2 ID:tLSIpfRQ0g_7iYnI4XHXzeyjxwK-dT57y36fDys3rL?q8b9JJpgQXoCjW6x4dA_mdJyjxAz Continued on page 3 Vert: 20=285 (F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=8, 2-27=19, 7-27=-81, 7-8=7, 8-9=19, 9-10=52, 10-11=40, 11-16=52, 16-17=41, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-32, 2-9=-43, 9-16=76, 16-17=65 Concentrated Loads (lb) Vert: 20=285 (F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=25, 2-27=14, 7-27=-86, 7-8=-6, 8-9=14, 9-10=-19, 10-11=-39, 11-16=-19, 16-17=-8, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-65, 2-9=-54, 9-16=21, 16-17=32 Concentrated Loads (lb) Vert: 20=300 (F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-8, 2-27=-19, 7-27=-119, 7-8=-39, 8-9=-19, 9-10=14, 10-11=-6, 11-16=14, 16-17=25, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-32, 2-9=-21, 9-16=54, 16-17=65 Concentrated Loads (lb) Vert: 20=300 (F) 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-317, 27-28=-40, 7-27=-140, 7-9=-40, 9-18=-40, 16-17=-317, 23-28=-140, 20-23=-160, 18-20=-40 Concentrated Loads (lb) Vert: 20=-432 (F) 17) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-27=-40, 7-27=-140, 7-8=-60, 8-9=-40, 9-10=-40, 10-11=-60, 11-17=-40, 2-28=-40, 23-28=-140, 20-23=-320, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-432 (F) 18) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-179, 7-27=-279, 7-8=-298, 8-9=-278, 9-10=-82, 10-11=-102, 11-17=-82, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1653 (F) 19) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-27=-82, 7-27=-182, 7-8=-102, 8-9=-82, 9-10=-278, 10-11=-298, 11-17=-179, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-1653 (F) 20) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-27=-40, 7-27=-140, 7-8=-60, 8-9=-40, 9-10=-40, 10-11=-60, 11-17=-40, 2-28=-40, 23-28=-140, 20-23=-320, 16-20=-40, 8-26=-20, 10-26=-20 Concentrated Loads (lb) Vert: 20=-432 (F) 21) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-111, 2-27=-119, 7-27=-219, 7-8=-139, 8-9=-119, 9-10=-123, 10-11=-143, 11-16=-123, 16-17=-114, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-33, 2-9=-25, 9-16=21, 16-17=30 Concentrated Loads (lb) Vert: 20=164 (F) 22) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-114, 2-27=-123, 7-27=-223, 7-8=-143, 8-9=-123, 9-10=-119, 10-11=-139, 11-16=-119, 16-17=-111, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-30, 2-9=-21, 9-16=25, 16-17=33 Concentrated Loads (lb) Vert: 20=164 (F) 23) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-95, 2-27=-103, 7-27=-203, 7-8=-123, 8-9=-103, 9-10=-128, 10-11=-148, 11-16=-128, 16-17=-120, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-49, 2-9=-41, 9-16=16, 16-17=24 Concentrated Loads (lb) Vert: 20=164 (F) 24) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-120, 2-27=-128, 7-27=-228, 7-8=-148, 8-9=-128, 9-10=-103, 10-11=-123, 11-16=-103, 16-17=-95, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-24, 2-9=-16, 9-16=41, 16-17=49 Concentrated Loads (lb) Vert: 20=164 (F) 25) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-28=-24, 2-27=-30, 7-27=-130, 7-9=-30, 9-17=-24, 23-28=-124, 20-23=-136, 16-20=-24 Horz: 2-9=6 Concentrated Loads (lb) Vert: 20=205 (F) 26) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.33, Plate Increase=1.33 Job Truss Truss Type Qty Ply Whoolery Addition A02 2 424624Attic Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 3 ID:tLSIpfRQ0g_7iYnI4XHXzeyjxwK-dT57y36fDys3rL?q8b9JJpgQXoCjW6x4dA_mdJyjxAz Continued on page 4 Uniform Loads (lb/ft) Vert: 1-27=-24, 7-27=-124, 7-9=-24, 9-16=-30, 17-18=-24, 2-28=-24, 23-28=-124, 20-23=-136, 18-20=-24 Horz: 9-16=-6 Concentrated Loads (lb) Vert: 20=205 (F) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=56, 2-27=31, 7-27=-69, 7-8=19, 8-9=31, 9-10=26, 10-11=14, 11-16=26, 16-17=15, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-80, 2-9=-55, 9-16=50, 16-17=39 Concentrated Loads (lb) Vert: 20=-487 (F) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=15, 2-27=26, 7-27=-74, 7-8=14, 8-9=26, 9-10=31, 10-11=19, 11-16=31, 16-17=56, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-39, 2-9=-50, 9-16=55, 16-17=80 Concentrated Loads (lb) Vert: 20=-487 (F) 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=4, 2-27=-7, 7-27=-107, 7-8=-27, 8-9=-7, 9-10=-11, 10-11=-31, 11-16=-11, 16-17=-1, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-44, 2-9=-33, 9-16=29, 16-17=39 Concentrated Loads (lb) Vert: 20=-471 (F) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-1, 2-27=-11, 7-27=-111, 7-8=-31, 8-9=-11, 9-10=-7, 10-11=-27, 11-16=-7, 16-17=4, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-39, 2-9=-29, 9-16=33, 16-17=44 Concentrated Loads (lb) Vert: 20=-471 (F) 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=41, 2-27=52, 7-27=-48, 7-8=40, 8-9=52, 9-10=19, 10-11=7, 11-16=19, 16-17=8, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-65, 2-9=-76, 9-16=43, 16-17=32 Concentrated Loads (lb) Vert: 20=-487 (F) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=8, 2-27=19, 7-27=-81, 7-8=7, 8-9=19, 9-10=52, 10-11=40, 11-16=52, 16-17=41, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-32, 2-9=-43, 9-16=76, 16-17=65 Concentrated Loads (lb) Vert: 20=-487 (F) 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=41, 2-27=52, 7-27=-48, 7-8=40, 8-9=52, 9-10=19, 10-11=7, 11-16=19, 16-17=8, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-65, 2-9=-76, 9-16=43, 16-17=32 Concentrated Loads (lb) Vert: 20=-487 (F) 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=8, 2-27=19, 7-27=-81, 7-8=7, 8-9=19, 9-10=52, 10-11=40, 11-16=52, 16-17=41, 2-28=-24, 23-28=-124, 20-23=-136, 16-20=-24, 8-26=-12, 10-26=-12 Horz: 1-2=-32, 2-9=-43, 9-16=76, 16-17=65 Concentrated Loads (lb) Vert: 20=-487 (F) 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=25, 2-27=14, 7-27=-86, 7-8=-6, 8-9=14, 9-10=-19, 10-11=-39, 11-16=-19, 16-17=-8, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-65, 2-9=-54, 9-16=21, 16-17=32 Concentrated Loads (lb) Vert: 20=-471 (F) 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-8, 2-27=-19, 7-27=-119, 7-8=-39, 8-9=-19, 9-10=14, 10-11=-6, 11-16=14, 16-17=25, 2-28=-40, 23-28=-140, 20-23=-160, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-32, 2-9=-21, 9-16=54, 16-17=65 Concentrated Loads (lb) Vert: 20=-471 (F) 37) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-111, 2-27=-119, 7-27=-219, 7-8=-139, 8-9=-119, 9-10=-123, 10-11=-143, 11-16=-123, 16-17=-114, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-33, 2-9=-25, 9-16=21, 16-17=30 Concentrated Loads (lb) Vert: 20=-850 (F) 38) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply Whoolery Addition A02 2 424624Attic Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 4 ID:tLSIpfRQ0g_7iYnI4XHXzeyjxwK-dT57y36fDys3rL?q8b9JJpgQXoCjW6x4dA_mdJyjxAz Continued on page 5 Vert: 1-2=-114, 2-27=-123, 7-27=-223, 7-8=-143, 8-9=-123, 9-10=-119, 10-11=-139, 11-16=-119, 16-17=-111, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-30, 2-9=-21, 9-16=25, 16-17=33 Concentrated Loads (lb) Vert: 20=-850 (F) 39) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-95, 2-27=-103, 7-27=-203, 7-8=-123, 8-9=-103, 9-10=-128, 10-11=-148, 11-16=-128, 16-17=-120, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-49, 2-9=-41, 9-16=16, 16-17=24 Concentrated Loads (lb) Vert: 20=-850 (F) 40) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-120, 2-27=-128, 7-27=-228, 7-8=-148, 8-9=-128, 9-10=-103, 10-11=-123, 11-16=-103, 16-17=-95, 2-28=-40, 23-28=-140, 20-23=-280, 16-20=-40, 8-26=-20, 10-26=-20 Horz: 1-2=-24, 2-9=-16, 9-16=41, 16-17=49 Concentrated Loads (lb) Vert: 20=-850 (F) 41) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-28=-24, 2-27=-30, 7-27=-130, 7-9=-30, 9-17=-24, 23-28=-124, 20-23=-136, 16-20=-24 Horz: 2-9=6 Concentrated Loads (lb) Vert: 20=-408 (F) 42) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-27=-24, 7-27=-124, 7-9=-24, 9-16=-30, 17-18=-24, 2-28=-24, 23-28=-124, 20-23=-136, 18-20=-24 Horz: 9-16=-6 Concentrated Loads (lb) Vert: 20=-408 (F) Job Truss Truss Type Qty Ply Whoolery Addition A02 2 424624Attic Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 5 ID:tLSIpfRQ0g_7iYnI4XHXzeyjxwK-dT57y36fDys3rL?q8b9JJpgQXoCjW6x4dA_mdJyjxAz 111 19 2 16 15 14 13 12 10 20 93 84 181775 6 T2 T1 T2 T1 B1 B1B2 W1 W2 W3 W4 W5 W6 W3 W2 W1 Scale = 1:75.6 Plate Offsets (X, Y): [2:0-0-12,Edge], [10:0-0-12,Edge], [13:0-4-0,0-3-4], [15:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.31 13-14 >999 360 MT20 220/195 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.83 Vert(CT) -0.49 13-14 >999 240 TCDL 10.0 Rep Stress Incr Yes WB 0.67 Horz(CT) 0.25 10 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 15-16 >999 240 BCDL 10.0 Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x8 DF 2250F 1.9E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING TOP CHORD Sheathed or 5-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2419/0-5-8, (min. 0-3-13), 10=2419/0-5-8, (min. 0-3-13) Max Horiz 2=-154 (LC 11) Max Uplift 2=-225 (LC 10), 10=-225 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4659/368, 3-4=-3903/310, 4-17=-3797/324, 5-17=-3745/327, 5-6=-3033/278, 6-7=-3005/280, 7-18=-3748/327, 8-18=-3800/324, 8-9=-3904/310, 9-10=-4659/372 BOT CHORD 2-16=-404/4138, 15-16=-404/4138, 15-19=-256/3538, 14-19=-256/3538, 14-20=-102/3540, 13-20=-102/3540, 12-13=-254/4137, 10-12=-254/4137 WEBS 3-16=0/288, 3-15=-667/162, 5-15=0/540, 5-14=-1368/240, 6-14=-80/1737, 7-14=-1386/240, 7-13=0/550, 9-13=-667/167, 9-12=0/286 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; 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 34.6 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 6 degree rotation about its center. 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 = 10.0psf. 8) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 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 Whoolery Addition T01 1 124624Common Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:16 Page: 1 ID:W3zoWEtIyp6rgiggKzYrF6yjxUf-dT57y36fDys3rL?q8b9JJpgcVo8WW5D4dA_mdJyjxAz 1 25224 3 23 4 22 5 21 6 20 7 19 8 18179 10 16 11 15 12 14 13 T2 T1 T2 T1 B1 B1B2 ST10 ST9ST8ST7 ST6 ST5ST4ST3 ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 SB1 SB2 Scale = 1:75.6 Plate Offsets (X, Y): [2:Edge,0-0-4], [9:0-4-4,0-6-2], [17:0-4-4,0-6-2], [24:Edge,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr Yes WB 0.31 Horz(CT) 0.01 24 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 292 lb FT = 20% LUMBER TOP CHORD 2x8 DF 2250F 1.9E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 *Except* SB1,SB2:2x8 DF 2250F 1.9E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 42-2-0. (lb) - Max Horiz 2=154 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 24, 26, 27, 28, 29, 30, 31, 32, 34, 37, 38, 40, 41, 42, 43, 44, 45, 46 Max Grav All reactions 250 (lb) or less at joint(s) 27, 28, 29, 30, 36, 42, 43, 44, 45 except 2=323 (LC 16), 24=323 (LC 16), 26=289 (LC 1), 31=262 (LC 18), 32=316 (LC 18), 34=330 (LC 18), 35=312 (LC 18), 37=312 (LC 17), 38=330 (LC 17), 40=316 (LC 17), 41=262 (LC 17), 46=289 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-79/268, 12-13=-77/272, 13-14=-77/264 WEBS 12-37=-271/36, 11-38=-289/71, 10-40=-275/68, 14-35=-271/20, 15-34=-289/73, 16-32=-275/70 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; 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 34.6 psf on overhangs non-concurrent with other live loads. 6) Plates checked for a plus or minus 6 degree rotation about its center. 7) Gable requires continuous bottom chord bearing. 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) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 37, 38, 40, 41, 42, 43, 44, 45, 46, 34, 32, 31, 30, 29, 28, 27, 26, and 24. This connection is for uplift only and does not consider lateral forces. 12) This truss is designed in accordance with the 2018 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 Whoolery Addition T01G 1 124624Common Supported Gable Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 1 ID:aDvuDAFNPf8IWd6qCh7LYsyjxU9-5ffWAP7H_G_wSVZ1iIgYr1DpQCh9FeDErqkK9myjxAy 2x4 =3x4 =7x8 =3x4 =4x8 2x4 HUS26 HUS26 HUS26 6 7 5 8 4 1 2 3 W1 T1 W1 B1 W2W1W2 Scale = 1:38.3 Plate Offsets (X, Y): [5:0-3-8,0-4-12] Loading (psf)Spacing 1-11-4 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 5-6 >999 360 MT20 197/144 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.16 Vert(CT) -0.01 5-6 >999 240 TCDL 10.0 Rep Stress Incr Yes WB 0.17 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 5-6 >999 240 BCDL 10.0 Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING TOP CHORD 2-8-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=1692/ Mechanical, (min. 0-1-8), 6=1593/ Mechanical, (min. 0-1-8) Max Uplift 4=-261 (LC 4), 6=-247 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1078/180, 1-2=-477/74 BOT CHORD 5-8=-74/477, 4-8=-74/477 WEBS 2-4=-1089/169, 2-5=-131/734, 1-5=-169/1089 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 0-8-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10, Lu=50-0-0 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 6 degree rotation about its center. 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 247 lb uplift at joint 6 and 261 lb uplift at joint 4. 11) This truss is designed in accordance with the 2018 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) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-2-4 from the left end to 5-1-8 to connect truss(es) T03 (1 ply 2x4 SPF) to front face of bottom chord. 14) 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 Uniform Loads (lb/ft) Vert: 1-3=-87, 4-6=-19 Job Truss Truss Type Qty Ply Whoolery Addition T02 1 224624Flat Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 1 ID:BOcKyqUIf5yRiqr2Ut2QRGyjxZ0-5ffWAP7H_G_wSVZ1iIgYr1DnjCfEFgGErqkK9myjxAy Continued on page 2 Concentrated Loads (lb) Vert: 5=-893 (F), 7=-893 (F), 8=-895 (F) Job Truss Truss Type Qty Ply Whoolery Addition T02 1 224624Flat Girder Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 2 ID:BOcKyqUIf5yRiqr2Ut2QRGyjxZ0-5ffWAP7H_G_wSVZ1iIgYr1DnjCfEFgGErqkK9myjxAy 512 =2x4 =4x8 =2x4 51 2 4 3 T1 T1 B1 ST1 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.09 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr Yes WB 0.03 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING TOP CHORD Sheathed 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 (lb/size) 2=325/6-9-0, (min. 0-1-9), 4=322/6-9-0, (min. 0-1-9), 6=330/6-9-0, (min. 0-1-9) Max Horiz 2=-32 (LC 11) Max Uplift 2=-65 (LC 10), 4=-69 (LC 11) Max Grav 2=472 (LC 17), 4=467 (LC 18), 6=330 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; 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 34.6 psf on overhangs non-concurrent with other live loads. 6) Plates checked for a plus or minus 6 degree rotation about its center. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 11) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2018 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 Whoolery Addition T02G 1 124624Common Supported Gable Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 1 ID:N6uAf6n1Mrtp1H?V8ngIJPyjxCi-5ffWAP7H_G_wSVZ1iIgYr1Dm6CgRFiUErqkK9myjxAy =4x8 4x8 6x8 =3x4 3x4 1 2 7 6 8 3 4 5 T2 T1 W3 B1 W1 W2 Scale = 1:38.1 Plate Offsets (X, Y): [2:Edge,0-0-4], [6:0-1-12,0-1-8] Loading (psf)Spacing 1-11-4 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.05 6-7 >999 360 MT20 220/195 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.33 Vert(CT) -0.10 6-7 >999 240 TCDL 10.0 Rep Stress Incr Yes WB 0.30 Horz(CT) 0.02 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 7 >999 240 BCDL 10.0 Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x8 DF 2250F 1.9E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (lb/size) 2=829/0-5-8, (min. 0-1-8), 6=678/ Mechanical, (min. 0-1-8) Max Horiz 2=221 (LC 10) Max Uplift 2=-75 (LC 10), 6=-133 (LC 10) Max Grav 2=920 (LC 17), 6=911 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1292/10, 3-8=-1081/29, 5-6=-366/81 BOT CHORD 2-7=-174/1084, 6-7=-174/1084 WEBS 3-7=0/312, 3-6=-1191/191 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; 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 34.6 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 6 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 6. 10) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2018 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 Whoolery Addition T03 3 124624Roof Special Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 1 ID:BOcKyqUIf5yRiqr2Ut2QRGyjxZ0-5ffWAP7H_G_wSVZ1iIgYr1DmwCchFeHErqkK9myjxAy 512 =3x4 =4x8 2x4 =3x4 51 2 6 4 3 T1 T1 B1 W1 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 34.7 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 6 >999 360 MT20 197/144 (Ground Snow = 50.0)Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 4-6 >999 240 TCDL 10.0 Rep Stress Incr Yes WB 0.04 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 6 >999 240 BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=489/0-3-8, (min. 0-1-8), 4=482/0-3-8, (min. 0-1-8) Max Horiz 2=-32 (LC 15) Max Uplift 2=-63 (LC 10), 4=-62 (LC 11) Max Grav 2=639 (LC 17), 4=633 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-477/14, 3-4=-480/12 BOT CHORD 2-6=0/346, 4-6=0/346 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=18ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pg= 50.0 psf; Pf=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; 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 34.6 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 6 degree rotation about its center. 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) One RT15 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 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 Whoolery Addition T04 6 124624Common Job Reference (optional) Truss Craft-Montana, Billings MT. 59101, Alan Run: 8.33 S Apr 7 2020 Print: 8.330 S Apr 7 2020 MiTek Industries, Inc. Wed Aug 26 14:36:17 Page: 1 ID:u1eoT4Kmd_lrdrqR6aW9S5yjxEa-5ffWAP7H_G_wSVZ1iIgYr1DlOCfnFiRErqkK9myjxAy