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HomeMy WebLinkAbouttrussJob J40569 Truss A01 Truss Type Common Qty 2 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-j9ern8Xcc5GyLPO6cGKlCg29u5WByFopN31cn0yQsZR Scale = 1:60.7 Dead Load Defl. = 3/16 in T2 T2 B1 W4 W3 W2 W1 W3W2 W1 T1 T1 B2 B1 1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124# 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x4 4x4 3x4 3x4 3x4 3x8 3x4 3x4 1x4 3x4 3x4 1x4 3x4 3x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 17-0-0 17-0-0 34-0-0 17-0-0 0-4-17-5-18-2-130-4-15.0012 Plate Offsets (X,Y)-- [2:0-1-6,0-0-0], [10:0-1-6,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.87 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.39 0.13 (loc) 14-16 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 10=1483/0-8-0 (min. 0-1-12) Max Horz2=-388(LC 6) Max Uplift2=-1124(LC 8), 10=-1124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2895/1910, 3-4=-2628/1738, 4-5=-2513/1747, 5-6=-1839/1356, 6-7=-1839/1356, 7-8=-2513/1747, 8-9=-2628/1738, 9-10=-2895/1910 BOT CHORD 2-16=-1553/2731, 15-16=-1151/2157, 14-15=-1151/2157, 13-14=-1151/2136, 12-13=-1151/2136, 10-12=-1553/2635 WEBS 6-14=-702/1051, 7-14=-774/596, 7-12=-189/525, 9-12=-424/412, 5-14=-774/596, 5-16=-189/524, 3-16=-423/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1124 lb uplift at joint 2 and 1124 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss A02 Truss Type Hip Qty 2 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:47 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-BLCE_UYENOOozZzJAzr_luaJxVryhlwzbjn9KSyQsZQ Scale = 1:62.7 Dead Load Defl. = 1/4 in T2 T3 T2 B1 W3 W4 W5 W4 W3 B1B2 T1 T1W2W2 W1W1 1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124# 1 2 3 4 5 6 7 8 9 10 11 12 16 15 14 13 4x4 4x8 4x4 4x4 4x4 5x5 3x4 3x4 3x8 3x4 5x5 4x4 1x4 1x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 15-0-0 15-0-0 19-0-0 4-0-0 34-0-0 15-0-0 0-4-16-7-17-4-130-4-16-7-15.0012 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-5-4,0-2-0], [9:0-2-0,Edge], [13:0-2-8,0-3-4], [16:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.61 0.96 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.51 0.13 (loc) 15-16 16-19 11 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 11=1483/0-8-0 (min. 0-1-12) Max Horz2=-348(LC 6) Max Uplift2=-1124(LC 8), 11=-1124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2916/1947, 3-4=-2554/1682, 4-5=-2498/1691, 5-6=-2005/1459, 6-7=-1806/1413, 7-8=-2006/1459, 8-9=-2498/1691, 9-10=-2554/1682, 10-11=-2916/1947 BOT CHORD 2-16=-1592/2759, 15-16=-1230/2322, 14-15=-856/1805, 13-14=-1230/2294, 11-13=-1592/2663 WEBS 5-15=-747/500, 6-15=-288/551, 7-14=-288/495, 8-14=-745/499, 5-16=-51/427, 8-13=-51/426, 10-13=-467/395, 3-16=-465/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss A03 Truss Type Hip Qty 2 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-fYmcBqZs8iWfbjYVkhNDH57QlvEoQAu6qNWisvyQsZP Scale = 1:62.7 Dead Load Defl. = 1/4 in T2 T3 T2 B1 W1 W2 W3 W4 W3 W2 W1 B1B2 T1T1 1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124# 1 2 3 4 5 6 7 8 14 13 12 11 10 921 5x5 4x8 5x6 5x5 3x4 4x4 1x4 3x4 3x8 1x4 4x4 3x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 13-0-0 13-0-0 21-0-0 8-0-0 34-0-0 13-0-0 0-4-15-9-16-6-130-4-15-9-15.0012 Plate Offsets (X,Y)-- [3:0-2-8,0-3-0], [4:0-5-4,0-2-4], [5:0-3-0,0-2-4], [6:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.86 0.73 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.40 0.13 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 7=1483/0-8-0 (min. 0-1-12) Max Horz2=-307(LC 6) Max Uplift2=-1124(LC 8), 7=-1124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2918/1868, 3-4=-2265/1552, 4-5=-2035/1525, 5-6=-2266/1551, 6-7=-2918/1868 BOT CHORD 2-14=-1510/2792, 13-14=-1513/2788, 12-13=-1513/2788, 12-21=-1030/2098, 11-21=-1030/2098, 10-11=-1513/2631, 9-10=-1513/2631, 7-9=-1510/2636 WEBS 3-14=0/255, 3-12=-764/528, 4-12=-121/513, 4-11=-260/261, 5-11=-121/494, 6-11=-769/529, 6-9=0/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss A04 Truss Type Hip Qty 2 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-fYmcBqZs8iWfbjYVkhNDH57VsvGBQFF6qNWisvyQsZP Scale = 1:61.7 Dead Load Defl. = 3/16 in T1 T2 T1 B1 W1 W2 W3 W4 W3 W4 W3 W2 W1 B1B2 1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124# 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 4x8 4x8 3x4 4x4 3x4 1x4 3x4 3x8 1x4 3x4 3x4 1x4 4x4 3x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 11-0-0 11-0-0 23-0-0 12-0-0 34-0-0 11-0-0 0-4-14-11-15-8-130-4-14-11-15.0012 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.64 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.39 0.13 (loc) 13 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 8=1483/0-8-0 (min. 0-1-12) Max Horz2=-266(LC 6) Max Uplift2=-1124(LC 8), 8=-1124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2949/1882, 3-4=-2430/1652, 4-23=-2522/1819, 5-23=-2522/1819, 5-24=-2522/1819, 6-24=-2522/1819, 6-7=-2430/1652, 7-8=-2949/1882 BOT CHORD 2-16=-1533/2709, 15-16=-1533/2709, 14-15=-1533/2709, 13-14=-1164/2196, 12-13=-1164/2196, 11-12=-1533/2670, 10-11=-1533/2670, 8-10=-1533/2670 WEBS 3-14=-627/410, 4-14=-116/402, 4-13=-278/534, 5-13=-396/419, 6-13=-278/534, 6-12=-116/402, 7-12=-629/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss A05 Truss Type Hip Qty 2 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-7kK_PAaUv0eWCt7hIOuSqJgbcIXW9czF31GGOLyQsZO Scale = 1:61.7 Dead Load Defl. = 1/4 in T1 T2 T1 B1 W1 W2 W3 W2 W3 W2 W1 B1B2 T2 1483#/-1124#1483#/-1124#1483#/-1124#1483#/-1124# 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 4x8 4x8 4x4 4x4 3x4 1x4 3x8 5x6 3x4 1x4 4x4 4x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 9-0-0 9-0-0 25-0-0 16-0-0 34-0-0 9-0-0 0-4-14-1-14-10-130-4-14-1-15.0012 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [5:0-3-0,0-3-4], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.85 0.89 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.50 0.14 (loc) 12 12-14 8 l/defl >941 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1483/0-8-0 (min. 0-1-12), 8=1483/0-8-0 (min. 0-1-12) Max Horz2=-226(LC 6) Max Uplift2=-1124(LC 8), 8=-1124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2939/1943, 3-4=-2644/1740, 4-21=-3130/2198, 5-21=-3130/2198, 5-22=-3130/2198, 6-22=-3130/2198, 6-7=-2644/1740, 7-8=-2939/1943 BOT CHORD 2-14=-1593/2687, 13-14=-1307/2412, 12-13=-1307/2412, 11-12=-1307/2412, 10-11=-1307/2412, 8-10=-1593/2682 WEBS 3-14=-387/313, 4-14=-17/417, 4-12=-574/906, 5-12=-538/580, 6-12=-574/906, 6-10=-17/417, 7-10=-388/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1124 lb uplift at joint 2 and 1124 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss A06G Truss Type Hip Girder Qty 1 Ply 2 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-47SkqrbkRduESAG4Ppwwvklyf6FwdbZYWLlNTEyQsZM Scale = 1:61.7 Dead Load Defl. = 3/8 in T1 T2 T1 B1 W1 W2 W3 W2 W3 W2 W3 W2 W3 W2 W1 B1B2 T2 2783#/-1920#2798#/-1959#2783#/-1920#2798#/-1959# 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 4x8 4x8 4x4 3x4 1x4 5x5 3x4 3x8 5x5 3x4 5x5 3x4 1x4 4x4 -2-0-0 2-0-0 34-0-0 34-0-0 36-0-0 2-0-0 7-0-0 7-0-0 27-0-0 20-0-0 34-0-0 7-0-0 0-4-13-3-14-0-130-4-13-3-15.0012 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-2-8,0-3-0], [8:0-5-4,0-2-0], [13:0-2-4,0-3-0], [15:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.77 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.62 -0.69 0.16 (loc) 14 14 10 l/defl >654 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 344 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 *Except* B2: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-1 oc bracing. REACTIONS.(lb/size)2=2748/0-8-0 (min. 0-1-10), 10=2779/0-8-0 (min. 0-1-10) Max Horz2=-185(LC 23) Max Uplift2=-1920(LC 8), 10=-1959(LC 8) Max Grav2=2783(LC 29), 10=2798(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6237/3932, 3-4=-6069/3853, 4-23=-7772/5110, 23-24=-7772/5110, 5-24=-7772/5110, 5-25=-8494/5582, 25-26=-8494/5582, 6-26=-8494/5582, 6-27=-8494/5582, 27-28=-8494/5582, 7-28=-8494/5582, 7-29=-7808/5156, 29-30=-7808/5156, 8-30=-7808/5156, 8-9=-6109/3952, 9-10=-6277/4030 BOT CHORD 2-16=-3428/5823, 16-31=-3311/5716, 31-32=-3311/5716, 15-32=-3311/5716, 15-33=-4823/7825, 33-34=-4823/7825, 14-34=-4823/7825, 14-35=-4868/7833, 35-36=-4868/7833, 13-36=-4868/7833, 13-37=-3403/5641, 37-38=-3403/5641, 12-38=-3403/5641, 10-12=-3517/5722 WEBS 3-16=-358/360, 4-16=-71/637, 4-15=-1728/2607, 5-15=-1081/993, 5-14=-522/855, 6-14=-574/647, 7-14=-469/803, 7-13=-1054/965, 8-13=-1675/2554, 8-12=-70/637, 9-12=-365/363 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1920 lb uplift at joint 2 and 1959 lb uplift at joint 10. Continued on page 2 Job J40569 Truss A06G Truss Type Hip Girder Qty 1 Ply 2 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:51 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-47SkqrbkRduESAG4Ppwwvklyf6FwdbZYWLlNTEyQsZM NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 238 lb up at 7-0-0, 195 lb down and 228 lb up at 9-0-12, 195 lb down and 228 lb up at 11-0-12, 195 lb down and 228 lb up at 13-0-12, 195 lb down and 228 lb up at 15-0-12, 195 lb down and 228 lb up at 17-0-0, 195 lb down and 228 lb up at 18-11-4, 195 lb down and 228 lb up at 20-11-4, 195 lb down and 228 lb up at 22-11-4, and 195 lb down and 228 lb up at 24-11-4, and 290 lb down and 437 lb up at 27-0-0 on top chord, and 402 lb down and 143 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-0, 82 lb down at 18-11-4, 82 lb down at 20-11-4, 82 lb down at 22-11-4, and 82 lb down at 24-11-4, and 402 lb down and 143 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-11=-60, 17-20=-20 Concentrated Loads (lb) Vert: 4=-121(B) 8=-172(B) 16=-327(B) 14=-59(B) 6=-121(B) 12=-327(B) 23=-121(B) 24=-121(B) 25=-121(B) 26=-121(B) 27=-121(B) 28=-121(B) 29=-121(B) 30=-121(B) 31=-59(B) 32=-59(B) 33=-59(B) 34=-59(B) 35=-59(B) 36=-59(B) 37=-59(B) 38=-59(B) Job J40569 Truss A07G Truss Type Hip Girder Qty 1 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI4bWb4Mydil_Uw?gyQsZL Scale = 1:61.7 Dead Load Defl. = 1/8 in T1 T2 T1 B1 W1 W2 W2 W1 W5 W6 W6W3W2W4W2W3 B1 T2 B2 1317#/-945#3709#/-2748#578#/-834#1317#/-945#578#/-834# 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4x8 3x4 4x4 3x4 3x4 3x4 1x4 3x8 1x4 5x5 4x6 4x4 3x4 3x4 3x12 1x4 3x4 3x4 -2-0-0 2-0-0 20-4-0 20-4-0 34-0-0 13-8-0 36-0-0 2-0-0 7-0-0 7-0-0 27-0-0 20-0-0 34-0-0 7-0-0 0-4-13-3-14-0-130-4-13-3-15.0012 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [12:0-0-2,Edge], [16:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.71 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.19 0.04 (loc) 19-20 19-20 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.3, W3: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-7 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=1257/0-8-0 (min. 0-1-9), 16=3709/0-8-0 (min. 0-4-6), 12=561/0-8-0 (min. 0-1-8) Max Horz2=-185(LC 23) Max Uplift2=-945(LC 8), 16=-2748(LC 8), 12=-834(LC 8) Max Grav2=1317(LC 29), 16=3709(LC 1), 12=578(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2564/1489, 3-4=-2319/1358, 4-27=-1873/1218, 27-28=-1873/1218, 5-28=-1873/1218, 5-29=-527/339, 29-30=-527/339, 6-30=-527/339, 6-7=-527/339, 7-31=-527/339, 8-31=-527/339, 8-32=-1253/1988, 32-33=-1253/1988, 9-33=-1253/1988, 9-34=-401/644, 10-34=-401/644, 10-11=-488/701, 11-12=-737/898 BOT CHORD 2-20=-1187/2455, 20-35=-1003/2247, 35-36=-1003/2247, 19-36=-1003/2247, 18-19=-907/1955, 18-37=-907/1955, 37-38=-907/1955, 17-38=-907/1955, 17-39=-1988/1564, 39-40=-1988/1564, 16-40=-1988/1564, 16-41=-628/368, 15-41=-628/368, 15-42=-628/368, 42-43=-628/368, 14-43=-628/368, 12-14=-721/652 WEBS 3-20=-353/307, 4-20=-103/659, 10-14=-281/205, 11-14=-270/409, 8-16=-2138/1617, 9-16=-1877/1607, 9-14=-948/1292, 4-19=-347/122, 5-19=0/499, 5-17=-1660/1070, 6-17=-517/589, 8-17=-1906/2964 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 945 lb uplift at joint 2, 2748 lb uplift at joint 16 and 834 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 238 lb up at 7-0-0, 195 lb down and 228 lb up at 9-0-12, 195 lb down and 228 lb up at 11-0-12, 195 lb down and 228 lb up at 13-0-12, 195 lb down and 228 lb up at 15-0-12, 195 lb down and 228 lb up at 17-0-0, 195 lb down and 228 lb up at 18-11-4, 195 lb down and 228 lb up at 20-11-4, 195 lb down and 228 lb up at 22-11-4, and 195 lb down and 228 lb up at 24-11-4, and 290 lb down and 437 lb up at 27-0-0 on top chord, and 402 lb down and 143 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-0, 82 lb down at 18-11-4, 105 lb down at 20-11-4, 115 lb down at 22-11-4, and 115 lb down at 24-11-4, and 527 lb down and 68 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job J40569 Truss A07G Truss Type Hip Girder Qty 1 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI4bWb4Mydil_Uw?gyQsZL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 21-24=-20 Concentrated Loads (lb) Vert: 4=-121(F) 7=-121(F) 10=-172(F) 20=-327(F) 14=-327(F) 27=-121(F) 28=-121(F) 29=-121(F) 30=-121(F) 31=-121(F) 32=-121(F) 33=-121(F) 34=-121(F) 35=-59(F) 36=-59(F) 37=-59(F) 38=-59(F) 39=-59(F) 40=-59(F) 41=-59(F) 42=-59(F) 43=-59(F) Job J40569 Truss ZCJ1 Truss Type Jack-Open Qty 8 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-YJ?71BcNCx053KrGzWR9SxI7uWlIM9Zil_Uw?gyQsZL Scale = 1:7.4 T1 B1 91#/-35# 297#/-512# 157#/-65# 297#/-512# 1 2 3 4 3x4 -2-0-0 2-0-0 0-11-4 0-11-4 0-11-4 0-11-4 0-4-10-8-121-6-80-8-125.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.72 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.3 BOT CHORD2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 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)3=-35/Mechanical, 2=297/0-8-0 (min. 0-1-8), 4=-65/Mechanical Max Horz2=125(LC 8) Max Uplift3=-35(LC 1), 2=-512(LC 8), 4=-65(LC 1) Max Grav3=91(LC 8), 2=297(LC 1), 4=157(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 512 lb uplift at joint 2 and 65 lb uplift at joint 4. LOAD CASE(S) Standard Job J40569 Truss ZCJ3 Truss Type Jack-Open Qty 8 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:53 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-0VZVFXd?zE8yhUQTXEyO_9qIew4_5cpr_eETX6yQsZK Scale = 1:11.3 T1 B1 62#/-46# 282#/-362# 45#/0# 282#/-362# 1 2 3 4 3x4 -2-0-0 2-0-0 2-11-4 2-11-4 2-11-4 2-11-4 0-4-11-6-122-4-81-6-125.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.72 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.3 BOT CHORD2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 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)3=53/Mechanical, 2=282/0-8-0 (min. 0-1-8), 4=18/Mechanical Max Horz2=184(LC 8) Max Uplift3=-46(LC 5), 2=-362(LC 8) Max Grav3=62(LC 13), 2=282(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 362 lb uplift at joint 2. LOAD CASE(S) Standard Job J40569 Truss ZCJ5 Truss Type Jack-Open Qty 8 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:54 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-Ui7tStedjYGpJe?f4xUdXMNUnJNwq33?CIz14ZyQsZJ Scale = 1:15.0 T1 B1 130#/-127# 344#/-366# 84#/0# 344#/-366# 1 2 3 4 2x4 -2-0-0 2-0-0 4-11-4 4-11-4 4-11-4 4-11-4 0-4-12-4-123-2-82-4-125.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.70 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.3 BOT CHORD2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=117/Mechanical, 2=344/0-8-0 (min. 0-1-8), 4=52/Mechanical Max Horz2=245(LC 8) Max Uplift3=-127(LC 8), 2=-366(LC 8) Max Grav3=130(LC 13), 2=344(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 3 and 366 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss ZEJ7 Truss Type Jack-Open Qty 22 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:54 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-Ui7tStedjYGpJe?f4xUdXMNQrJGsq33?CIz14ZyQsZJ Scale = 1:18.8 Dead Load Defl. = 1/8 in T1 B1 199#/-206# 419#/-392# 122#/0# 419#/-392# 1 2 3 4 3x4 -2-0-0 2-0-0 7-0-0 7-0-0 7-0-0 7-0-0 0-4-13-3-14-0-133-3-15.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.95 0.81 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.21 -0.00 (loc) 4-7 4-7 3 l/defl >650 >388 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.3 BOT CHORD2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=181/Mechanical, 2=419/0-8-0 (min. 0-1-8), 4=79/Mechanical Max Horz2=309(LC 8) Max Uplift3=-206(LC 8), 2=-392(LC 8) Max Grav3=199(LC 13), 2=419(LC 1), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 3 and 392 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job J40569 Truss ZHJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 King Job Reference (optional) Run: 8.420 s Oct 9 2020 Print: 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 22 13:23:55 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:rYleZ8k4g0tWKKChMwKZ3ayQsnN-yuhFfDeFUsOgwoaref?s4awbzjg4ZRj8Ryjac?yQsZI Scale: 1/2"=1' T1 B1 W1 W2 136#/-159# 660#/-635# 371#/-132# 660#/-635# 1 2 3 7 6 11 12 4 13 14 15 53x4 3x4 1x4 2x4 -2-9-15 2-9-15 9-10-1 9-10-1 9-10-1 9-10-1 0-4-13-2-134-0-73-2-133.5412 Plate Offsets (X,Y)-- [2:0-1-8,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.50 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.10 0.01 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD2x4 SP No.2 BOT CHORD2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=136/Mechanical, 2=552/0-10-15 (min. 0-1-8), 5=297/Mechanical Max Horz2=307(LC 8) Max Uplift4=-159(LC 8), 2=-635(LC 8), 5=-132(LC 8) Max Grav4=136(LC 1), 2=660(LC 28), 5=371(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1009/341, 3-11=-937/343 BOT CHORD 2-13=-441/933, 13-14=-441/933, 7-14=-441/933, 7-15=-441/933, 6-15=-441/933 WEBS 3-7=0/289, 3-6=-993/469 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 635 lb uplift at joint 2 and 132 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 62 lb up at 4-2-15, 136 lb down and 62 lb up at 4-2-15, and 179 lb down and 154 lb up at 7-0-14, and 179 lb down and 154 lb up at 7-0-14 on top chord, and 83 lb down and 63 lb up at 1-4-15, 83 lb down and 63 lb up at 1-4-15, 38 lb down and 3 lb up at 4-2-15, 38 lb down and 3 lb up at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-65(F=-33, B=-33) 13=75(F=38, B=38) 14=5(F=3, B=3) 15=-47(F=-23, B=-23)