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HomeMy WebLinkAbout525WMb - TrussesJob B20000275 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:40 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CU?E_uhTeozBFeAyJT3S2NXjRmguUpTo36zgo0zNo6T Scale = 1:74.3 W1 T2 T3 T4 W2 B1 B2 ST7ST7ST7ST7ST7ST7ST6 ST5 ST4 ST3 ST2 ST1 ST1 ST1 ST8 ST9 ST10 ST11 B3 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 46 47 5x12 3x4 3x6 4x6 4x6 2x4 3x4 5x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-5-8 0-5-8 4-5-10 4-0-2 25-3-0 20-9-6 -1-2-8 1-2-8 11-2-0 11-2-0 18-2-12 7-0-12 25-3-0 7-0-4 26-5-8 1-2-8 1-1-412-3-41-2-140-0-64-0-28-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [12:0-0-0,0-1-12], [12:0-4-8,0-2-0], [13:0-1-12,0-0-0], [18:0-4-4,0-1-12], [41:0-1-12,0-0-0], [42:0-0-0,0-1-12], [45:0-10-10,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.08 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 24 23 25 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* W2: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 12-18. 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 25-3-0. (lb) - Max Horz45=224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 25, 42, 31, 32, 33, 35, 37, 38, 39, 40, 41, 29, 28, 27, 26 except 45=-200(LC 6), 44=-212(LC 10) Max Grav All reactions 250 lb or less at joint(s) 25, 42, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 43, 44, 29, 28, 27, 26 except 45=331(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-142/266, 11-12=-152/278, 18-19=-155/286, 19-20=-136/255 WEBS 3-45=-309/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 5-10-6, Corner(3R) 5-10-6 to 21-1-14, Corner(3E) 21-1-14 to 26-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Bearing at joint(s) 45 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 42, 31, 32, 33, 35 , 37, 38, 39, 40, 41, 29, 28, 27, 26 except (jt=lb) 45=200, 44=212. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 42, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41 , 43, 44, 29, 28, 27, 26. 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. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:42 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-8s7?PaijAPDvUyKLRu5w7oc_SZLhykp5WQSntvzNo6R Scale = 1:84.1 W1 T2 T3 B1 B2 W2 ST8 ST7ST6ST5 ST4 ST3 ST2 ST1 ST1 ST1 1 23 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 4x8 3x4 4x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-1-10 4-1-10 13-7-0 9-5-6 -1-2-8 1-2-8 12-6-8 12-6-8 13-7-0 1-0-8 1-7-414-1-129-3-23-10-212.00 12 12.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [25:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.18 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 -0.03 (loc) 1 1 14 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* ST8,ST7: 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. WEBS 1 Row at midpt 13-14, 12-15, 11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-7-0. (lb) - Max Horz25=337(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 14, 15, 16, 17, 18, 19, 21, 23 except 25=-304(LC 8), 24=-473(LC 10) Max Grav All reactions 250 lb or less at joint(s) 22, 14, 15, 16, 17, 18, 19, 20, 21, 23 except 25=626(LC 7), 24=334(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-282/466, 3-4=-509/314, 4-5=-257/174, 5-26=-278/172, 6-26=-268/185 WEBS 12-15=-286/234, 4-24=-224/358, 3-25=-823/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-0-3, Exterior(2R) 7-0-3 to 12-6-8, Exterior(2E) 12-6-8 to 13-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) 22, 14, 15, 16, 17, 18, 19, 21, 23 except (jt=lb) 25=304, 24=473. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 22, 14, 15, 16, 17, 18, 19, 20, 21, 23, 24. 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 B20000275 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:43 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-c3hNdwjLxjLm66vX_bc9g?976zfqh8CEl4BKPLzNo6Q Scale = 1:80.2 W1 T1 T2 W3 B1 ST6ST6ST6ST6ST6ST5 ST4 ST3ST2 ST1 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x6 3x6 3x6 5x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 14-7-8 14-7-8 -1-2-8 1-2-8 7-3-2 7-3-2 14-7-8 7-4-6 4-8-1412-0-012.00 12 Plate Offsets (X,Y)-- [8:0-2-8,Edge], [14:Edge,0-3-8], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.32 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1-2 1-2 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W3: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* ST2,ST1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26. WEBS 1 Row at midpt 14-15, 13-16, 12-17, 11-18, 10-19, 9-20, 7-21 , 6-22, 5-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-7-8. (lb) - Max Horz26=332(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 26=-657(LC 8), 25=-874(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 26=1057(LC 7), 25=679(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-1012/628 BOT CHORD 25-26=-310/201 WEBS 2-25=-645/942 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-8, Corner(3R) 3-11-8 to 9-3-8, Corner(3E) 9-3-8 to 14-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 18, 19, 20 , 21, 22, 23, 24 except (jt=lb) 26=657, 25=874. 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. LOAD CASE(S) Standard Job B20000275 Truss GE04 Truss Type Scissor Supported Gable Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:45 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZRo71clbTKbULP3w60edlQEZSnN196ZXCOgRTEzNo6O Scale = 1:60.6 W1 T1 T1 W1 B1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 3x4 3x4 4x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-1-8 9-1-8 18-3-0 9-1-8 -1-2-8 1-2-8 9-1-8 9-1-8 18-3-0 9-1-8 19-5-8 1-2-8 0-10-09-11-80-10-06-6-012.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 18-3-0. (lb) - Max Horz28=-207(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 26, 21, 20, 19, 18 except 28=-172(LC 6), 22=-129(LC 9), 27=-121(LC 10), 17=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=286(LC 18), 22=455(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-122/263, 6-7=-156/329, 7-8=-176/367, 8-9=-176/367, 9-10=-156/329, 10-11=-122/263 WEBS 8-22=-466/197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 14-5-8, Corner(3E) 14-5-8 to 19-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) 16, 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=172, 22=129, 27=121, 17=112. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 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 B20000275 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:46 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1eMWFylDEejKzZe6gj9sIenhcAaJuLchR2Q?0gzNo6N Scale = 1:94.8 W1 T2 T3 B1 B2W2 W3 W4 W5 W6 W8 W7 T1 ST8ST7 ST5 ST6ST4 ST3 ST2 ST1 12 3 4 5 6 7 11 10 9 82728 29 3x4 5x8 3x6 4x6 3x6 6x16 2x4 2x4 4x8 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-3-10 4-3-10 14-2-8 9-10-14 18-5-8 4-3-0 -1-2-8 1-2-8 4-3-10 4-3-10 9-3-1 4-11-7 14-2-8 4-11-7 18-5-8 4-3-0 1-7-415-9-127-6-104-0-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.73 0.31 0.19 (loc) 9-10 9-10 8 9-10 l/defl >530 >298 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* W1,W8: 2x4 SPF-S Stud, W6: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* ST8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=811/0-3-8 (min. 0-1-8), 8=724/Mechanical Max Horz11=348(LC 10) Max Uplift8=-130(LC 10) Max Grav11=873(LC 18), 8=887(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1033/292, 2-27=-2845/657, 3-27=-2705/660, 3-4=-2838/816, 4-5=-2703/840, 5-6=-481/86, 6-7=-459/109, 7-8=-908/131 BOT CHORD 10-11=-532/382, 10-28=-219/672, 28-29=-219/672, 9-29=-219/672 WEBS 2-10=-406/2148, 5-10=-849/2304, 5-9=-600/295, 6-9=-60/333, 7-9=-71/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 8-10-14, Exterior(2R) 8-10-14 to 14-2-8, Exterior(2E) 14-2-8 to 18-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=130. 10) 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 B20000275 Truss GE06 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:48 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-z0UGgdnUlFz2CtnUn8CKN2s2j_OQMPb_vMv54ZzNo6L Scale = 1:65.2 W1 T1 T1 W1B1 B2 B1 ST6 ST5 ST4 ST3ST2 ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 262524 23 22 21 20 19 18 17 16 30 31 32 3x4 3x6 4x6 3x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-10-14 2-10-14 12-4-2 9-5-5 15-3-0 2-10-14 -1-4-8 1-4-8 7-7-8 7-7-8 15-3-0 7-7-8 16-7-8 1-4-8 1-8-410-7-01-8-42-2-214.00 12 10.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14], [16:0-1-4,0-1-8], [29:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.16 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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. JOINTS 1 Brace at Jt(s): 30, 31, 32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-3-0. (lb) - Max Horz29=-238(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 26, 19, 25, 27, 20, 18 except 29=-355(LC 6), 16=-163(LC 7), 24=-108(LC 10), 28=-288(LC 7), 21=-109(LC 11), 17=-275(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 19, 23, 24, 25, 27, 22, 21, 20, 18 except 29=453(LC 18), 16=293(LC 17), 28=296(LC 8), 17=282(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-272/162, 6-7=-182/287, 9-10=-182/287, 14-16=-261/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-4-8 to 3-11-2, Corner(3R) 3-11-2 to 11-3-14, Corner(3E) 11-3-14 to 16-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) 26, 19, 25, 27, 20, 18 except (jt=lb) 29=355, 16=163, 24=108, 28=288, 21=109, 17=275. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 19, 23, 24, 25, 27, 28, 22, 21, 20, 18, 17. 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 B20000275 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:51 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-NbAPIfpM2ALd3KW3SHl1?hUYfBPCZq3QbJ7lhtzNo6I Scale = 1:70.2 W1 T2 T3 T2 W1 B1 ST9ST9ST9ST9ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST9 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B2 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 5352 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 3x4 3x6 6x6 3x4 3x6 3x6 5x6 6x6 5x6 30-11-0 30-11-0 -1-2-8 1-2-8 10-3-2 10-3-2 20-7-14 10-4-12 30-11-0 10-3-2 32-1-8 1-2-8 1-8-1412-0-01-8-1412-0-012.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [10:0-4-4,0-1-12], [18:0-4-4,0-1-12], [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.16 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 27 26 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* ST5,ST4,ST3,ST2,ST1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 10-18. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-40, 13-42, 12-43, 11-44, 10-45, 9-46, 8-47 , 15-39, 16-38, 17-37, 18-36, 19-35, 20-34 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-11-0. (lb) - Max Horz53=247(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 40, 42, 43, 46, 47, 48, 49, 50, 51, 39, 38, 35, 34, 33, 32, 31, 30 except 53=-355(LC 6), 28=-310(LC 7), 52=-321(LC 7), 29=-287(LC 6) Max Grav All reactions 250 lb or less at joint(s) 40, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 53=410(LC 9), 28=361(LC 8), 52=356(LC 8), 29=319(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-53=-268/210, 7-8=-135/288, 8-9=-169/345, 9-10=-193/383, 10-11=-147/292, 11-12=-147/291, 12-13=-147/291, 13-14=-147/291, 14-15=-147/291, 15-16=-147/291, 16-17=-147/291, 17-18=-147/292, 18-19=-193/383, 19-20=-169/345, 20-21=-135/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 4-9-8, Corner(3R) 4-9-8 to 26-1-8, Exterior(2N) 26-1-8 to 26-9-14, Corner(3E) 26-9-14 to 32-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 42, 43, 46, 47, 48 , 49, 50, 51, 39, 38, 35, 34, 33, 32, 31, 30 except (jt=lb) 53=355, 28=310, 52=321, 29=287. 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.Continued on page 2 Job B20000275 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:52 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-rojnV?q_pUTUhU5G0_GGXu0jPblRIHIZpztJDKzNo6H NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:55 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GMPv81st6Ps3Yyqrh6qz9XeA5pk4VSU?Wx5zqfzNo6E Scale = 1:72.1 T2 T3 T2 B1 B2 B3 W2 W5 W6 W8 W9HW1 W11 W10 W7W1 W3 W4 T1 T4 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST1 ST2 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18ST19 ST20 ST21 12 3 4 5 6 7 89 10 11 21 20 19 18 17 16 15 1413 12 50 51 4x6 6x8 6x8 5x6 5x6 5x6 5x6 4x8 8x14 MT18HS 3x6 3x6 4x6 3x6 5x6 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-8 6-5-8 18-1-0 0-3-8 24-0-0 5-11-0 28-11-0 4-11-0 -1-2-8 1-2-8 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-8 6-5-8 18-1-0 0-3-8 24-0-0 5-11-0 28-11-0 4-11-0 30-1-8 1-2-8 0-10-012-2-01-4-06-6-012-2-012.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-3-14], [4:0-2-12,0-3-0], [7:0-4-12,0-1-8], [8:0-3-0,0-3-0], [10:0-2-12,0-1-8], [13:0-2-8,0-1-8], [18:0-10-4,0-1-8], [24:0-1-11,0-1-0], [27:0-1-11,0-1-0], [28:0-1-11,0-1-0], [31:0-1-11,0-1-0], [38:0-1-8,0-1-0], [40:0-1-8,0-1-0], [42:0-1-8,0-1-0], [43:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.35 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.11 0.03 (loc) 18-19 18-19 18 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W11: 2x4 SPF-S Stud, W7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* ST10,ST11: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-18, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-8 except (jt=length) 2=0-5-8. (lb) - Max Horz2=240(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 17 except 2=-118(LC 11), 12=-207(LC 25), 13=-128(LC 11), 14=-148(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12, 16, 15 except 2=562(LC 18), 18=2138(LC 17), 18=1850(LC 1), 13=297(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-893/155, 3-50=-768/161, 4-50=-763/186, 4-5=-254/120, 5-6=-78/267, 7-8=-74/911, 8-9=-77/701, 9-51=-29/535, 10-51=-65/506, 10-12=-87/279 BOT CHORD 2-21=-241/912, 20-21=-231/845, 19-20=-208/253, 18-19=-740/93, 17-18=-279/29, 16-17=-279/29, 15-16=-279/29, 14-15=-279/29, 13-14=-279/29 WEBS 4-20=-488/190, 6-19=-375/80, 7-19=-85/715, 9-18=-315/44, 9-13=-86/253, 10-13=-322/20, 7-18=-1339/112, 5-20=-190/610, 5-19=-581/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-9-14, Exterior(2E) 24-9-14 to 30-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 7 = 16%, joint 18 = 12% 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 Job B20000275 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:55 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GMPv81st6Ps3Yyqrh6qz9XeA5pk4VSU?Wx5zqfzNo6E NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 17 except (jt=lb) 2=118, 12=207, 13=128, 14=148. 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. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss M01 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:57 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ClXgZiu7e06nnFzDpXsREykSTcLmzOcIzFa4vXzNo6C Scale = 1:71.1 T1 T2 W4 B1 W3 W4 W5 W1 W2 BL1 1 2 3 4 5 8 7 6 910 11 12 13 14 5x10 MT18HS 5x8 3x4 3x8 3x4 2x4 3x6 3x6 7-3-2 7-3-2 14-11-0 7-7-14 -1-2-8 1-2-8 3-0-0 3-0-0 7-3-2 4-3-2 14-11-0 7-7-14 4-8-1412-0-010-1-1212-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.59 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.23 0.02 (loc) 6-7 7-8 10 6 l/defl >999 >995 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 99 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W3,W2: 2x3 SPF No.2, W1: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=671/0-3-8 (min. 0-1-8), 10=557/0-3-0 (min. 0-1-8) Max Horz8=198(LC 7) Max Uplift10=-86(LC 7) Max Grav8=744(LC 2), 10=661(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-408/34, 4-11=-335/61, 4-5=-254/95 BOT CHORD 8-12=-199/250, 12-13=-199/250, 7-13=-199/250 WEBS 5-7=-174/444, 3-8=-516/0, 5-10=-676/180 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 14-9-1 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 8) 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. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Continued on page 2 Job B20000275 Truss M01 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:57 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ClXgZiu7e06nnFzDpXsREykSTcLmzOcIzFa4vXzNo6C LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-11=10, 4-11=18, 4-5=18, 6-8=-12 Horz: 1-2=-36, 2-11=-22, 4-11=-30, 2-8=-25 Drag: 4-5=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-32, 4-5=-32, 6-8=-20 Horz: 1-2=-8, 2-4=12, 2-8=23 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-5=16, 6-8=-12 Horz: 1-2=-7, 2-4=2, 2-8=11 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=16, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-15 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 6-8=-20 Horz: 1-2=6, 2-4=10, 2-8=20 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 6-8=-20 Horz: 1-2=-12, 2-4=-8, 2-8=-7 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=4, 6-8=-12 Horz: 1-2=-24, 2-4=-28, 2-8=10 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-14 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=4, 6-8=-12 Horz: 1-2=-24, 2-4=-28, 2-8=10 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-14 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 4-5=-12, 6-8=-20 Horz: 1-2=-24, 2-4=-20, 2-8=18 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 6-8=-20 Horz: 1-2=-12, 2-4=-8, 2-8=-6 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 8-12=-40, 12-13=-60, 13-14=-40, 6-14=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-5=-35, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=5, 2-4=8, 2-8=15 Drag: 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-35, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-9, 2-4=-6, 2-8=-5 Drag: 4-5=-0 Continued on page 3 Job B20000275 Truss M01 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:57 2020 Page 3 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ClXgZiu7e06nnFzDpXsREykSTcLmzOcIzFa4vXzNo6C LOAD CASE(S) Standard Except: 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-5=-44, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-18, 2-4=-15, 2-8=13 Drag: 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-44, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-9, 2-4=-6, 2-8=-4 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 6-8=-12 Horz: 1-2=-16, 2-4=16, 2-8=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-16, 2-4=-16, 2-8=-16 Drag: 4-5=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-11=10, 4-11=18, 4-5=18, 6-8=-12 Horz: 1-2=-36, 2-11=-22, 4-11=-30, 2-8=-25 Drag: 4-5=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-32, 4-5=-32, 6-8=-20 Horz: 1-2=-8, 2-4=12, 2-8=23 Drag: 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-5=16, 6-8=-12 Horz: 1-2=-7, 2-4=2, 2-8=11 Drag: 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=16, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-15 Drag: 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 6-8=-20 Horz: 1-2=6, 2-4=10, 2-8=20 Drag: 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 6-8=-20 Horz: 1-2=-12, 2-4=-8, 2-8=-7 Drag: 4-5=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=4, 6-8=-12 Horz: 1-2=-24, 2-4=-28, 2-8=10 Drag: 4-5=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-14 Drag: 4-5=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=4, 6-8=-12 Horz: 1-2=-24, 2-4=-28, 2-8=10 Drag: 4-5=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-12, 2-4=-16, 2-8=-14 Drag: 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 4-5=-12, 6-8=-20 Horz: 1-2=-24, 2-4=-20, 2-8=18 Drag: 4-5=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 Job B20000275 Truss M01 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:57 2020 Page 4 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ClXgZiu7e06nnFzDpXsREykSTcLmzOcIzFa4vXzNo6C LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 6-8=-20 Horz: 1-2=-12, 2-4=-8, 2-8=-6 Drag: 4-5=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-5=-35, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=5, 2-4=8, 2-8=15 Drag: 4-5=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-35, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-9, 2-4=-6, 2-8=-5 Drag: 4-5=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-5=-44, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-18, 2-4=-15, 2-8=13 Drag: 4-5=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-44, 8-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-9, 2-4=-6, 2-8=-4 Drag: 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 6-8=-12 Horz: 1-2=-16, 2-4=16, 2-8=16 Drag: 4-5=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-16, 2-4=-16, 2-8=-16 Drag: 4-5=-0 Job B20000275 Truss M02 Truss Type Monopitch Qty 7 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:58 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gx52m2vlPKEePPYQNFNgn9Gj30quizdSCvKdRzzNo6B Scale = 1:37.9 W1 T1 W5 B1 B2W2W3 W4 1 2 3 4 5 8 7 6 2x4 4x6 2x4 6x6 5x6 3x6 1-3-8 1-3-8 2-8-0 1-4-8 -1-2-8 1-2-8 1-3-8 1-3-8 2-8-0 1-4-8 5-7-8 2-11-8 1-2-146-10-62-10-141-0-012.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W1,W5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 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.(lb/size) 8=78/0-3-8 (min. 0-1-8), 6=380/Mechanical Max Horz8=164(LC 10) Max Uplift8=-42(LC 6), 6=-281(LC 10) Max Grav8=240(LC 7), 6=401(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/159, 3-4=-728/227, 4-6=-483/985 BOT CHORD 7-8=-627/90 WEBS 2-7=-141/541, 3-7=-358/72 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=281. 7) 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 B20000275 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:34:59 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-88eQ_OwNAdMU0Z7cwyuvJNpxbQ7LRRZbQZ3BzQzNo6A Scale = 1:31.6 T1 T1 B1 ST1 1 2 3 45 6 4x6 3x4 3x4 2x4 10-4-12 10-4-12 5-2-6 5-2-6 10-4-12 5-2-6 0-5-35-0-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=235/9-3-6 (min. 0-1-8), 4=235/9-3-6 (min. 0-1-8), 6=310/9-3-6 (min. 0-1-8) Max Horz2=-89(LC 8) Max Uplift2=-13(LC 11), 4=-16(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2, 4. 7) 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PB02 Truss Type Piggyback Qty 8 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:00 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-dKCoBkw?xxULejioUgQ8saM8GqVRAvnlfDpkVszNo69 Scale = 1:22.4 T1 T1 B1 ST1 1 2 3 45 6 4x6 2x4 2x4 2x4 7-0-12 7-0-12 3-6-6 3-6-6 7-0-12 3-6-6 0-5-33-4-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=170/5-11-6 (min. 0-1-8), 4=170/5-11-6 (min. 0-1-8), 6=174/5-11-6 (min. 0-1-8) Max Horz2=-59(LC 8) Max Uplift2=-17(LC 11), 4=-20(LC 11) Max Grav2=170(LC 1), 4=170(LC 1), 6=182(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2, 4. 7) 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PB03 Truss Type Piggyback Qty 6 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:02 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZjKZcQyGSYk3u1sBc5Scx?RU2dB2epK17XIralzNo67 Scale = 1:21.6 T1 T1 B1 ST1 1 2 3 45 6 4x6 2x4 2x4 2x4 6-9-0 6-9-0 3-4-8 3-4-8 6-9-0 3-4-8 0-5-33-3-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=162/5-7-10 (min. 0-1-8), 4=162/5-7-10 (min. 0-1-8), 6=165/5-7-10 (min. 0-1-8) Max Horz2=56(LC 9) Max Uplift2=-16(LC 11), 4=-19(LC 11) Max Grav2=162(LC 1), 4=162(LC 1), 6=172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2, 4. 7) 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PB04 Truss Type Piggyback Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:03 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1vuxpmzuDsswVARN9ozrUD_ep1VtNFsBLB1O6BzNo66 Scale = 1:43.6 T1 W1 B1 ST1 1 2 3 4 6 57 2x4 2x4 2x4 2x4 2x4 7-7-14 7-7-140-5-37-6-60-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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 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) 5=131/7-1-3 (min. 0-1-8), 2=101/7-1-3 (min. 0-1-8), 6=347/7-1-3 (min. 0-1-8) Max Horz2=204(LC 10) Max Uplift5=-53(LC 10), 2=-3(LC 8), 6=-144(LC 10) Max Grav5=189(LC 17), 2=169(LC 19), 6=464(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/171 WEBS 3-6=-279/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 6=144. 6) 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. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 2-7=-35, 5-7=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Job B20000275 Truss PB04 Truss Type Piggyback Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:03 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1vuxpmzuDsswVARN9ozrUD_ep1VtNFsBLB1O6BzNo66 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=40, 2-4=26, 2-5=-12 Horz: 1-2=-52, 2-4=-38 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-37, 2-5=-20 Horz: 1-2=-13, 2-4=17 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 2-5=-12 Horz: 1-2=-7, 2-4=2 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 2-5=-12 Horz: 1-2=-12, 2-4=-16 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 2-5=-20 Horz: 1-2=6, 2-4=10 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 2-5=-20 Horz: 1-2=-12, 2-4=-8 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 2-5=-12 Horz: 1-2=-24, 2-4=-28 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 2-5=-12 Horz: 1-2=-12, 2-4=-16 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 2-5=-12 Horz: 1-2=-24, 2-4=-28 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 2-5=-12 Horz: 1-2=-12, 2-4=-16 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-20 Horz: 1-2=-24, 2-4=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 2-5=-20 Horz: 1-2=-12, 2-4=-8 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 2-7=-40, 5-7=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 2-7=-35, 5-7=-50 Horz: 1-2=5, 2-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 2-7=-35, 5-7=-50 Horz: 1-2=-9, 2-4=-6 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 2-7=-35, 5-7=-50 Horz: 1-2=-18, 2-4=-15 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 2-7=-35, 5-7=-50 Horz: 1-2=-9, 2-4=-6 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 2-5=-12 Horz: 1-2=-16, 2-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job B20000275 Truss PB04 Truss Type Piggyback Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:03 2020 Page 3 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1vuxpmzuDsswVARN9ozrUD_ep1VtNFsBLB1O6BzNo66 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16 Job B20000275 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:04 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-V5SJ16zW_A_n7K0ZjVU40QWr5RtC6jXKarnxedzNo65 Scale = 1:31.6 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 89 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-12 10-4-12 5-2-6 5-2-6 10-4-12 5-2-6 0-5-35-0-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [8:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-3-6. (lb) - Max Horz2=89(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 11, 10. 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. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:05 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zI0hER_8lT6elUbmHD?JZe30wrDcrAcUpVWVB3zNo64 Scale = 1:22.4 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-12 7-0-12 3-6-6 3-6-6 7-0-12 3-6-6 0-5-33-4-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-11-6. (lb) - Max Horz2=59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 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. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PBE03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:06 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-RUa4Sn?mWnEVMe9yrwWY5rcBkEZuadud29G2jWzNo63 Scale = 1:21.6 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-0 6-9-0 3-4-8 3-4-8 6-9-0 3-4-8 0-5-33-3-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-7-10. (lb) - Max Horz2=-56(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 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. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:08 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-OthqsT012OUDcyJLyLZ0BGhX12FO2XBwVTl9oOzNo61 Scale = 1:45.2 T1 W1 B1 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-4-6 7-4-60-5-37-2-140-1-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-9-11. (lb) - Max Horz2=195(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/162, 3-4=-256/118 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) 8, 2, 9, 10, 11, 12. 8) 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B20000275 Truss T01 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:09 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-s3FC4p1fpid4D5uXW34FjUEXiSQRnng3k7ViKrzNo60 Scale = 1:74.2 T2 T3 T4 B1 B2 W2 W3 W2 W4 W5 W6 W7 W8 W7 W6 W1 W10 W9 T1 B3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 3x6 4x8 5x10 MT18HS 8x8 3x6 3x12 4x8 3x6 2x4 5x8 3x8 3x4 3x6 3x8 3x4 3x6 0-5-8 0-5-8 2-5-9 2-0-1 4-5-10 2-0-1 11-2-0 6-8-6 18-2-12 7-0-12 25-3-0 7-0-4 -1-2-8 1-2-8 2-5-9 2-5-9 4-5-10 2-0-1 7-4-0 2-10-6 11-2-0 3-10-0 18-2-12 7-0-12 22-0-12 3-10-0 25-3-0 3-2-4 26-5-8 1-2-8 1-1-412-3-41-2-144-0-28-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-2-8], [7:0-6-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-8,0-1-8], [16:0-5-4,0-3-4], [18:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.67 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.45 0.42 0.15 (loc) 15-16 15-16 12 15-16 l/defl >999 >664 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 121 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W8: 2x4 SPF No.2, W1: 2x6 SPF No.2, W10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-6 oc bracing: 16-17. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1076/0-3-8 (min. 0-1-13), 18=1082/0-5-8 (min. 0-1-8) Max Horz18=225(LC 7) Max Grav12=1159(LC 2), 18=1148(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2880/312, 3-19=-4377/360, 4-19=-4317/365, 4-5=-4295/421, 5-6=-4257/438, 6-7=-1293/120, 7-8=-877/123, 8-20=-949/107, 9-20=-1075/82, 2-18=-1253/170, 10-12=-291/83 BOT CHORD 17-18=-298/330, 16-17=-478/2910, 15-16=-124/1511, 14-15=0/737, 14-21=0/737, 13-21=0/737, 12-13=0/684 WEBS 2-17=-187/2113, 3-17=-807/86, 3-16=0/1112, 6-16=-390/2961, 6-15=-819/207, 7-15=-9/635, 8-15=-83/300, 8-13=-8/307, 9-12=-970/7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 21-1-14, Exterior(2E) 21-1-14 to 26-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss T02 Truss Type Roof Special Qty 2 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:10 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KFpaH92Ha0lxrFTj4mbUGhmnFsnoWFlDynEGsHzNo6? Scale = 1:84.9 W1 T2 T3 B1 B2W2 W3 W4 W6 W5 T1 1 2 3 4 5 6 7 11 10 9812 13 2x4 6x6 3x6 3x6 3x4 6x10 4x6 2x4 4x6 3x4 4-1-10 4-1-10 13-7-0 9-5-6 -1-2-8 1-2-8 4-1-10 4-1-10 8-4-1 4-2-7 12-6-8 4-2-7 13-7-0 1-0-8 1-7-414-1-129-3-23-10-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [5:0-2-6,0-2-1], [6:0-3-0,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.60 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.63 0.17 0.12 (loc) 9-10 9-10 8 9-10 l/defl >456 >254 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B2: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* W1: 2x4 SPF-S Stud, W6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=617/0-3-8 (min. 0-1-8), 8=528/0-3-8 (min. 0-1-8) Max Horz11=352(LC 10) Max Uplift8=-204(LC 10) Max Grav11=651(LC 2), 8=687(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-773/293, 2-3=-1882/487, 3-4=-1869/603, 4-5=-1756/625 BOT CHORD 10-11=-597/399, 10-12=-202/361, 12-13=-202/361, 9-13=-202/361 WEBS 2-10=-238/1372, 5-10=-714/1694, 5-9=-514/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-14, Interior(1) 4-2-14 to 7-2-14, Exterior(2R) 7-2-14 to 12-6-8, Exterior(2E) 12-6-8 to 13-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=204. 7) 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 B20000275 Truss T03 Truss Type Common Qty 2 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:11 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-oRNzVV3vLJtnTP2vdT6jovJuGF6aFgRMBR_pOjzNo6_ Scale = 1:68.2 T1 T2 B1 W3 W4 W3 W1 W2 W6 W5 B2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x4 4x6 2x4 3x6 3x4 3x8 3x4 5x8 3x6 10-0-14 10-0-14 18-7-8 8-6-10 5-1-11 5-1-11 10-0-14 4-11-3 15-0-1 4-11-3 18-7-8 3-7-7 1-8-1011-9-83-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.69 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.01 0.01 (loc) 7-9 7-9 6 7 l/defl >643 >396 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* W4: 2x4 SPF No.2, W1,W6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=733/Mechanical, 6=733/Mechanical Max Horz9=175(LC 7) Max Uplift6=-4(LC 10) Max Grav9=849(LC 18), 6=862(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/91, 2-10=-650/77, 3-10=-636/120, 3-11=-559/119, 4-11=-648/93, 1-9=-288/80 BOT CHORD 9-12=-89/552, 12-13=-89/552, 8-13=-89/552, 7-8=-89/552, 7-14=-8/371, 14-15=-8/371, 6-15=-8/371 WEBS 3-7=-75/521, 2-9=-564/19, 4-6=-733/28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 13-2-2, Exterior(2E) 13-2-2 to 18-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) 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 B20000275 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:13 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kqVjwB49tx7VijCIlu8CuKOAr3qsjhEffkTwSczNo5y Scale = 1:68.2 W1 T1 T2 T2 T3 W6 B1 W2 W1 W3 W4 W3 W1 W5 B2 1 2 3 4 5 11 10 9 8 7 6 12 13 2x4 4x6 6x6 5x6 6x8 3x4 3x6 4x6 3x8 3x8 4x8 4-0-12 4-0-12 10-6-10 6-5-14 17-0-8 6-5-14 25-1-0 8-0-8 4-0-12 4-0-12 10-6-10 6-5-14 17-0-8 6-5-14 25-1-0 8-0-8 5-1-811-9-85-1-812.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-1-8], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.57 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.02 0.04 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* T1: 2x4 SPF No.2, T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W6: 2x4 SPF-S Stud, W4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-14 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=993/Mechanical, 6=993/0-3-8 (min. 0-1-9) Max Horz11=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-964/17, 1-2=-691/5, 2-12=-908/42, 3-12=-778/87, 3-13=-778/89, 4-13=-921/44, 4-5=-1152/2, 5-6=-920/39 BOT CHORD 9-10=-55/708, 8-9=-55/708, 7-8=-4/1163 WEBS 1-10=-9/1101, 2-10=-751/79, 3-8=0/707, 4-8=-764/77, 4-7=-542/98, 5-7=-3/1315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 4-0-12, Interior(1) 4-0-12 to 5-3-0, Exterior(2R) 5-3-0 to 15-10-4, Interior(1) 15-10-4 to 19-7-10, Exterior(2E) 19-7-10 to 24-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss T05 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:14 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-C0257W5neEFMKtnUJcgRQXxUZT45S0UotOCT_2zNo5x Scale = 1:94.8 W1 T2 T3 B1 B2W2 W3 W4 W5 W6 W8 W7 T1 12 3 4 5 6 7 11 10 9 81213 14 3x4 5x8 3x6 4x6 3x6 6x16 2x4 2x4 4x8 4x8 4-3-10 4-3-10 14-2-8 9-10-14 18-5-8 4-3-0 -1-2-8 1-2-8 4-3-10 4-3-10 9-3-1 4-11-7 14-2-8 4-11-7 18-5-8 4-3-0 1-7-415-9-127-6-104-0-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.96 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.88 0.32 0.19 (loc) 9-10 9-10 8 9-10 l/defl >436 >249 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W1,W8: 2x4 SPF-S Stud, W6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=811/0-3-8 (min. 0-1-8), 8=724/Mechanical Max Horz11=348(LC 10) Max Uplift8=-130(LC 10) Max Grav11=873(LC 18), 8=887(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1036/292, 2-12=-2862/657, 3-12=-2722/660, 3-4=-2855/816, 4-5=-2720/840, 5-6=-481/86, 6-7=-459/109, 7-8=-907/131 BOT CHORD 10-11=-532/382, 10-13=-219/673, 13-14=-219/673, 9-14=-219/673 WEBS 2-10=-406/2166, 5-10=-849/2322, 5-9=-602/295, 6-9=-60/332, 7-9=-71/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 8-10-14, Exterior(2R) 8-10-14 to 14-2-8, Exterior(2E) 14-2-8 to 18-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=130. 8) 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 B20000275 Truss T06 Truss Type Common Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:15 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gDcTKs6QOYNDx0MhsJBgzlThutcUBgdy62y1WUzNo5w Scale = 1:54.3 T1 T2 B1 W2 W1 W4 W3 1 2 3 5 4 2x4 4x6 3x6 2x4 4x8 3-9-8 3-9-8 1-0-8 1-0-8 3-9-8 2-9-0 9-3-210-3-107-6-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.11 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W1: 2x4 SPF No.2, W4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 1-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=130/Mechanical, 5=145/0-3-8 (min. 0-1-8) Max Horz5=-59(LC 11) Max Uplift4=-14(LC 7), 5=-153(LC 11) Max Grav4=178(LC 20), 5=197(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 4 except (jt=lb) 5=153. 7) 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 B20000275 Truss T07 Truss Type Roof Special Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:16 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-9PArYC729sV4ZAwtQ1ivVy0raGvIw4n5Liha3xzNo5v Scale: 3/16"=1' T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W2 W1 W2 1 2 3 4 5 6 7 12 11 10 9 8 4x6 2x4 5x6 5x6 2x4 3x8 3x6 3x6 3x6 3x6 2-10-14 2-10-14 7-7-8 4-8-10 12-4-2 4-8-10 15-3-0 2-10-14 -1-4-8 1-4-8 2-10-14 2-10-14 7-7-8 4-8-10 12-4-2 4-8-10 15-3-0 2-10-14 16-7-8 1-4-8 1-8-410-7-01-8-42-2-214.00 12 10.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.27 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.06 0.01 (loc) 10-11 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-6 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.(lb/size) 12=690/0-3-8 (min. 0-1-8), 8=690/0-3-8 (min. 0-1-8) Max Horz12=238(LC 9) Max Uplift12=-2(LC 11), 8=-2(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/49, 3-4=-545/61, 4-5=-545/89, 5-6=-885/0, 2-12=-689/66, 6-8=-651/11 BOT CHORD 11-12=-303/295, 10-11=-148/713, 9-10=0/555 WEBS 4-10=-29/435, 5-10=-329/107, 3-10=-408/167, 3-11=-107/347, 2-11=0/594, 6-9=0/578 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-8 to 3-11-2, Exterior(2R) 3-11-2 to 11-3-14, Exterior(2E) 11-3-14 to 16-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) 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 B20000275 Truss T08 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:18 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-5oIczu8IhTlooU4GYSkNbN5Cw4c6O_AOo0Ah7pzNo5t Scale: 3/16"=1' T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W2 W1 W21 2 3 4 5 10 9 8 7 6 3x6 4x6 3x6 2x4 5x6 5x6 2x4 3x8 3x6 3x6 2-10-14 2-10-14 7-7-8 4-8-10 12-4-2 4-8-10 15-3-0 2-10-14 2-10-14 2-10-14 7-7-8 4-8-10 12-4-2 4-8-10 15-3-0 2-10-14 1-8-410-7-01-8-42-2-214.00 12 10.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.25 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.06 0.02 (loc) 8-9 8-9 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=598/0-3-8 (min. 0-1-8), 6=598/0-3-8 (min. 0-1-8) Max Horz10=-205(LC 6) Max Uplift10=-3(LC 11), 6=-3(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-943/63, 2-3=-559/76, 3-4=-559/95, 4-5=-906/13, 1-10=-604/45, 5-6=-577/8 BOT CHORD 9-10=-266/270, 8-9=-164/708, 7-8=0/562 WEBS 3-8=-40/432, 4-8=-317/133, 4-7=0/253, 2-8=-418/178, 2-9=-109/338, 1-9=-10/589, 5-7=0/579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 9-9-10, Exterior(2E) 9-9-10 to 15-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) 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 B20000275 Truss T09 Truss Type COMMON Qty 7 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:19 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Z_s_AE9wSntfQefS59Fc7beG?UtM7PpY1gwEfGzNo5s Scale = 1:68.3 T1 T2 B1 W3 W4 W1 W2 W6W5 1 2 3 4 7 6 5 8 9 10 3x6 4x6 2x4 2x4 3x8 3x4 3x8 4-3-0 4-3-0 12-7-8 8-4-8 4-3-0 4-3-0 10-0-0 5-9-0 12-7-8 2-7-8 7-6-1011-9-103-5-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.57 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >783 >466 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W3: 2x4 SPF No.2, W1,W6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=493/Mechanical, 5=493/Mechanical Max Horz7=-166(LC 11) Max Uplift7=-71(LC 11) Max Grav7=590(LC 18), 5=578(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/107, 3-8=-355/53, 1-7=-571/108 WEBS 1-6=-36/375, 3-5=-434/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-3-0, Exterior(2R) 4-3-0 to 7-2-2, Exterior(2E) 7-2-2 to 12-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) 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 B20000275 Truss T10 Truss Type PIGGYBACK BASE Qty 10 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:21 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VN_kbwBA_O7NfxpqDaI4C0jbvHXdbFhqU_PLk8zNo5q Scale = 1:69.2 T2 T3 T2 B1 W3 W4 W5 W5 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 3x6 4x6 4x6 3x6 3x8 MT18HS3x8 4x6 3x4 3x8 4x6 3x6 6x8 6x8 3x6 10-3-2 10-3-2 20-7-14 10-4-12 30-11-0 10-3-2 -1-2-8 1-2-8 5-0-0 5-0-0 10-3-2 5-3-2 15-5-8 5-2-6 20-7-14 5-2-6 25-11-0 5-3-2 30-11-0 5-0-0 32-1-8 1-2-8 1-8-1412-0-01-8-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-6,0-2-1], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [9:0-2-6,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.64 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.52 0.03 0.02 (loc) 15-16 15-16 12 13-15 l/defl >999 >706 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W3,W2: 2x3 SPF No.2, W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-13, 9-13, 3-16, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1306/0-5-8 (min. 0-1-14), 12=1306/0-5-8 (min. 0-1-14) Max Horz16=247(LC 9) Max Grav16=1476(LC 2), 12=1476(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-356/114, 3-4=-1316/120, 4-5=-1217/161, 5-6=-866/164, 6-7=-866/164, 7-8=-1217/161, 8-9=-1316/120, 10-18=-356/114, 2-16=-400/122, 10-12=-400/122 BOT CHORD 16-19=-103/972, 19-20=-103/972, 15-20=-103/972, 15-21=-26/941, 14-21=-26/941, 14-22=-26/941, 13-22=-26/941, 13-23=0/873, 23-24=0/873, 12-24=0/873 WEBS 5-15=-23/611, 6-15=-261/134, 6-13=-261/134, 7-13=-23/611, 3-16=-1185/0, 9-12=-1185/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 26-9-14, Exterior(2E) 26-9-14 to 32-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:22 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zZX7oFBplhFEH5O1nHpJlDGoBhyvKf9_je8uGazNo5p Scale = 1:72.1 T2 T3 T2 B1 B2 B3 W2 W5 W6 W8 W9HW1 W11 W10 W7W1 W3 W4 T1 T4 12 3 4 5 6 7 89 10 11 17 16 15 14 13 12 18 19 20 4x6 6x8 3x6 6x8 5x6 5x6 5x6 2x4 5x6 4x8 8x14 MT18HS 3x6 3x6 4x6 2x4 3x6 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-8 6-5-8 17-11-4 0-1-12 18-1-0 0-1-12 24-0-0 5-11-0 28-11-0 4-11-0 -1-2-8 1-2-8 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-8 6-5-8 18-1-0 0-3-8 24-0-0 5-11-0 28-11-0 4-11-0 30-1-8 1-2-8 0-10-012-2-01-4-06-6-012-2-012.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-3-14], [4:0-2-12,0-3-0], [7:0-4-12,0-1-8], [10:0-2-12,0-1-8], [13:0-2-8,0-1-8], [14:0-10-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.32 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.11 0.03 (loc) 14-15 14-15 14 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W11: 2x4 SPF-S Stud, W7: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-14, 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=490/0-5-8 (min. 0-1-8), 12=43/0-3-8 (min. 0-1-8), 14=1919/0-3-8 (min. 0-3-8) Max Horz2=240(LC 9) Max Uplift2=-116(LC 11), 12=-260(LC 11) Max Grav2=557(LC 18), 12=245(LC 9), 14=2220(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-886/155, 3-18=-761/162, 4-18=-756/186, 4-5=-256/114, 5-6=-73/271, 7-8=-69/914, 8-9=-72/705, 9-19=-118/473, 10-19=-175/443, 10-12=-208/281 BOT CHORD 2-17=-248/905, 16-17=-239/839, 15-16=-222/259, 14-15=-744/93, 14-20=-267/92, 13-20=-267/92 WEBS 4-16=-489/190, 6-15=-378/75, 7-15=-86/712, 9-14=-465/119, 9-13=0/326, 10-13=-287/79, 7-14=-1340/109, 5-16=-200/604, 5-15=-576/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-9-14, Exterior(2E) 24-9-14 to 30-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16%, joint 14 = 4% 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 12=260. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:24 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-wyftDxD3HJVxWPYPuirnqeL7AVeNoaBHAyd?LTzNo5n Scale = 1:72.8 T2 T3 T2 B1 B2 B3 B4 B5 B6 W2 W5 W7 W6 W8 HW1 W12 W1 W3 W4 W9 W11 W10 T1 T4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 4x6 4x6 6x8 5x6 5x6 5x6 3x4 2x4 6x10 5x8 3x6 3x4 5x6 3x8 2x4 3x6 6x8 3x12 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-0 6-5-0 18-1-0 0-4-0 23-5-0 5-4-0 28-11-0 5-6-0 5-9-4 5-9-4 9-1-8 3-4-4 11-4-0 2-2-8 17-9-0 6-5-0 18-1-0 0-4-0 23-5-0 5-4-0 28-11-0 5-6-0 30-1-8 1-2-8 0-10-012-2-01-4-06-6-03-8-83-8-1412-2-012.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-6-8,0-3-14], [3:0-2-12,0-3-0], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [8:0-4-0,0-3-4], [14:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.32 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.12 0.05 (loc) 15-16 15-16 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B5: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* W12: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-14 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) 1=432/0-5-8 (min. 0-1-8), 14=1818/0-3-8 (min. 0-2-14), 11=119/0-3-8 (min. 0-1-8) Max Horz1=232(LC 9) Max Uplift1=-87(LC 11), 11=-209(LC 11) Max Grav1=459(LC 23), 14=1818(LC 1), 11=247(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/180, 2-3=-949/212, 3-4=-464/133, 5-6=0/583, 6-7=-5/598, 7-8=-29/855, 8-19=-196/710, 9-19=-236/668 BOT CHORD 1-18=-292/941, 17-18=-282/894, 16-17=-250/397, 6-14=-623/153, 13-14=-468/158 WEBS 3-17=-405/191, 5-16=-58/511, 5-14=-903/69, 7-14=-386/0, 4-17=-257/732, 4-16=-677/218, 8-14=-365/228, 9-13=-526/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-2 to 5-9-4, Exterior(2R) 5-9-4 to 24-9-14, Exterior(2E) 24-9-14 to 30-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=209. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B20000275 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:25 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-O8DFRHEh2ceo8Z6cSQM0NsuJcv1iX9AQPcNZtvzNo5m Scale = 1:70.5 T1 T2 W9 B1 B2 B3 B4 W3 W5 W4 W6 W7 W8 W1 W2 1 2 3 4 5 11 10 9 8 7 6 3x6 6x6 5x6 2x4 2x4 2x4 2x4 6x10 5x6 3x8 3x6 4-3-0 4-3-0 7-7-8 3-4-8 10-4-0 2-8-8 12-7-8 2-3-8 4-3-0 4-3-0 7-7-8 3-4-8 10-4-0 2-8-8 12-7-8 2-3-8 7-6-1011-9-103-5-22-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.12 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.02 0.01 (loc) 3 3 6 3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* W3: 2x4 SPF No.2, W1: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=495/Mechanical, 11=495/Mechanical Max Horz11=-167(LC 11) Max Uplift11=-71(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/116, 2-3=-410/172, 3-4=-402/37, 4-5=-420/0, 5-6=-476/0, 1-11=-459/123 BOT CHORD 7-8=0/280 WEBS 2-8=-117/361, 5-7=0/310, 1-10=-40/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-3-0, Exterior(2R) 4-3-0 to 7-6-4, Exterior(2E) 7-6-4 to 12-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 11. 7) 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 B20000275 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:27 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KWL0szFxaEuWNsG_ZrPUSHza0iYP?wcjtwsfxozNo5k Scale = 1:70.7 W1 T2 T3 T4 B1 B2 W2 W3 W2 W4 W5 W6 W7 W8 W7 W6 W10 W9 B3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x6 4x8 3x6 4x8 4x6 10x10 4x6 5x6 3x6 2x4 6x8 3x6 3x8 4x6 6x8 3x4 2-5-9 2-5-9 4-5-10 2-0-1 11-2-0 6-8-6 18-2-12 7-0-12 25-3-0 7-0-4 2-5-9 2-5-9 4-5-10 2-0-1 7-4-0 2-10-6 11-2-0 3-10-0 18-2-12 7-0-12 22-0-12 3-10-0 25-3-0 3-2-4 26-5-8 1-2-8 1-1-412-3-41-2-144-0-28-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [6:0-6-4,0-1-12], [7:0-4-4,0-1-12], [15:0-6-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.81 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.47 0.47 0.09 (loc) 14-15 14-15 11 14-15 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 285 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W1: 2x6 SPF No.2, W2,W3: 2x3 SPF No.2, W5,W8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 17=2008/0-5-8 (min. 0-1-8), 11=2137/0-3-8 (min. 0-1-13) Max Horz17=-208(LC 6) Max Grav17=2125(LC 2), 11=2273(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2102/0, 1-2=-5687/0, 2-3=-9240/0, 3-4=-8926/0, 4-5=-8889/0, 5-6=-1970/0, 6-7=-1103/11, 7-8=-1582/0, 8-9=-743/51, 9-11=-646/59 BOT CHORD 16-17=-253/485, 15-16=0/5328, 14-15=0/2385, 13-14=0/1353, 13-18=0/1353, 12-18=0/1353, 12-19=0/1054, 11-19=0/1054 WEBS 1-16=0/4111, 2-16=-1561/0, 2-15=0/2795, 3-15=0/339, 5-15=0/6925, 5-14=-1459/0, 6-14=0/1372, 6-12=-436/24, 7-12=0/792, 8-11=-974/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 2 rows staggered at 0-2-0 oc, Except member 15-5 2x4 - 1 row at 0-9-0 oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 14-6 2x4 - 1 row at 0-9-0 oc, member 12-6 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 12-8 2x4 - 1 row at 0-9-0 oc, member 11-8 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1177 lb down at 4-5-10, and 988 lb down and 48 lb up at 23-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B20000275 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:27 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KWL0szFxaEuWNsG_ZrPUSHza0iYP?wcjtwsfxozNo5k LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 15-17=-20, 11-15=-20 Concentrated Loads (lb) Vert: 15=-1146(F) 19=-928(F) Job B20000275 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:29 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GvSmGfHC5r8EdAQNhFRyXi3unWBwTor0KELm0gzNo5i Scale = 1:85.7 W1 T2 T3 B1 B2 W2 W1 W2 W3 W4 W6 W8 W7 W5 1 2 3 4 5 6 7 12 11 10 9 813 14 3x6 5x8 3x8 5x12 2x4 10x10 4x8 8x8 4x8 6x16 12x12 2x4 2-2-9 2-2-9 4-1-10 1-11-1 9-8-0 5-6-6 13-7-0 3-11-0 2-2-9 2-2-9 4-1-10 1-11-1 9-8-0 5-6-6 12-6-8 2-10-8 13-7-0 1-0-8 1-7-414-1-129-3-23-10-212.00 12 12.00 12 Shop to nail girder.Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [9:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.94 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.42 0.35 0.09 (loc) 9-10 9-10 8 9-10 l/defl >727 >380 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* B2: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1,W4,W5: 2x4 SPF-S Stud, W6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-9, 7-8, 6-8 REACTIONS.(lb/size) 12=3442/0-3-8 (min. 0-1-12), 8=5179/0-3-8 (min. 0-2-3) Max Horz12=334(LC 8) Max Uplift8=-298(LC 8) Max Grav12=3509(LC 2), 8=5330(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3284/0, 1-2=-6817/0, 2-3=-13441/0, 3-4=-13422/0, 4-5=-4225/0, 5-6=-4251/134 BOT CHORD 11-12=-534/186, 10-11=-164/6783, 10-13=0/8772, 13-14=0/8753, 9-14=0/8746, 8-9=-19/498 WEBS 1-11=0/4953, 2-11=-3427/0, 2-10=0/4977, 4-10=0/8104, 4-9=-6065/0, 6-9=-290/8745, 6-8=-5329/188, 5-9=-348/208 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-11 2x4 - 1 row at 0-7-0 oc, member 9-5 2x4 - 1 row at 0-3-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 1 = 16% 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=298. 10) 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2207 lb down at 5-8-0, and 973 lb down at 7-7-4, and 4853 lb down and 710 lb up at 9-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B20000275 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:29 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GvSmGfHC5r8EdAQNhFRyXi3unWBwTor0KELm0gzNo5i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 10-12=-20, 8-10=-20 Concentrated Loads (lb) Vert: 9=-4553(F) 13=-2031(F) 14=-973(F) Job B20000275 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:31 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CIaWhKISdSOysUalogTQc78L9JwawnSJnYqt5ZzNo5g Scale = 1:68.2 W1 T1 T2 T2 T3 W9 B1 W2 W1 W3 W4 W5 W4 W6 W7 W8 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 2x4 5x6 6x6 4x6 5x12 4x6 4x6 10x10 3x6 3x8 4x10 6x10 4x8 2-0-12 2-0-12 10-6-10 8-5-14 19-0-8 8-5-14 25-1-0 6-0-8 2-0-12 2-0-12 6-3-0 4-2-4 10-6-10 4-3-10 14-10-4 4-3-10 19-0-8 4-2-4 25-1-0 6-0-8 3-1-811-9-83-1-812.00 12 Shop to nail girder. Plate Offsets (X,Y)-- [2:0-2-2,Edge], [6:0-6-0,0-2-0], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.73 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.01 0.04 (loc) 8-9 8-9 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W5,W6,W8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=2051/Mechanical, 8=2429/0-3-8 (min. 0-1-15) Max Horz13=-154(LC 4) Max Grav13=2226(LC 2), 8=2504(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-2168/0, 1-2=-1353/0, 2-3=-2072/26, 3-4=-1389/56, 4-5=-1392/51, 5-6=-4976/0, 6-14=-3651/0, 7-14=-3662/0, 7-8=-2071/0 BOT CHORD 12-15=-11/1111, 15-16=-11/1111, 11-16=-11/1111, 10-11=-11/1111, 10-17=0/1533, 17-18=0/1533, 9-18=0/1533 WEBS 1-12=0/2440, 2-12=-1504/62, 3-12=-88/699, 3-10=-357/178, 4-10=0/1660, 5-10=-1175/25, 5-9=0/3862, 6-9=-3807/0, 7-9=0/3832 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 951 lb down and 47 lb up at 1-10-8 , and 1139 lb down at 20-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B20000275 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:31 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CIaWhKISdSOysUalogTQc78L9JwawnSJnYqt5ZzNo5g LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-14=-60, 7-14=-180(F=-120), 8-13=-20 Concentrated Loads (lb) Vert: 12=-895(F) 19=-1114(F) Job B20000275 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:34 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-dtGfKMLKwNmXjxIKUp17ElmnQXx373UlUW2XhuzNo5d Scale = 1:68.2 W1 T1 T2 T2 T3 W1 B1 W2 W3 W4 W5 W4 W3 W6 W6 B2 1 2 3 4 5 6 12 11 10 9 8 713 14 15 16 17 18 19 20 21 22 23 24 3x8 MT18HS 6x8 4x8 4x6 4x8 2x4 4x8 4x8 10x10 6x8 10x10 6x6 6-0-12 6-0-12 10-6-10 4-5-14 15-0-8 4-5-14 25-1-0 10-0-8 6-0-12 6-0-12 10-6-10 4-5-14 15-0-8 4-5-14 20-0-12 5-0-4 25-1-0 5-0-4 7-1-811-9-87-1-812.00 12 Shop to nail girder. Plate Offsets (X,Y)-- [8:0-3-8,0-5-0], [11:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.81 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.48 0.02 0.19 (loc) 7-8 7-8 7 7-8 l/defl >999 >617 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 334 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* B2: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* W1,W2,W5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-7 REACTIONS.(lb/size) 12=4573/Mechanical, 7=4132/0-3-8 (min. 0-1-13) Max Horz12=81(LC 5) Max Uplift12=-690(LC 8), 7=-569(LC 9) Max Grav12=4872(LC 2), 7=4347(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-4056/562, 1-2=-3342/465, 2-3=-3547/539, 3-4=-3527/531, 4-5=-4173/530 BOT CHORD 11-16=-504/3368, 10-16=-504/3368, 10-17=-504/3368, 9-17=-504/3368, 9-18=-531/4171, 18-19=-531/4171, 8-19=-531/4171, 8-20=-301/2232, 20-21=-301/2232, 21-22=-301/2232, 22-23=-301/2232, 23-24=-301/2232, 7-24=-301/2232 WEBS 1-11=-707/5086, 2-11=-1322/177, 2-9=-1697/322, 3-9=-665/4693, 4-9=-3141/458, 5-8=-431/3311, 5-7=-3715/501 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=690 , 7=569. 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. Continued on page 2 Job B20000275 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:34 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-dtGfKMLKwNmXjxIKUp17ElmnQXx373UlUW2XhuzNo5d NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 49 lb up at 0-1-12, 752 lb down and 150 lb up at 2-0-12, 763 lb down and 150 lb up at 4-0-12, 763 lb down and 150 lb up at 6-0-12, 763 lb down and 150 lb up at 8-0-12, 498 lb down and 91 lb up at 10-0-12, 498 lb down and 91 lb up at 12-0-12, 498 lb down and 91 lb up at 14-0-12, 475 lb down and 91 lb up at 16-0-12, 491 lb down and 91 lb up at 18-0-12, 483 lb down and 91 lb up at 20-0-12, and 491 lb down and 91 lb up at 22-0-12, and 500 lb down and 90 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 12=-117(B) 11=-704(B) 13=-704(B) 15=-704(B) 16=-704(B) 17=-473(B) 18=-473(B) 19=-473(B) 20=-475(B) 21=-473(B) 22=-473(B) 23=-473(B) 24=-475(B) Job B20000275 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:35 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-53q1XiLyhhuOL5tX1WYMnzI8zxG9sksuiAo4EKzNo5c Scale = 1:19.2 W1 T1 W1 B1 W2 1 2 4 35 6 2x4 4x6 2x4 4x6 5-9-0 5-9-0 5-9-0 5-9-0 2-11-14Shop to nail girder. LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.82 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >848 >463 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=948/Mechanical, 3=915/Mechanical Max Uplift4=-28(LC 4), 3=-27(LC 4) Max Grav4=1023(LC 2), 3=986(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 814 lb down and 24 lb up at 1-9-12 , and 814 lb down and 24 lb up at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-713(F) 6=-713(F) Job B20000275 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:38 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VeVA9kOr_cGyCZc6je53Obwc18NQ3v2LO70lqfzNo5Z Scale = 1:51.8 W1 T1 T2 T2 T1 W1 B1 W2 W1 W3 W4 W3 W1 W2 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 17 2x4 4x8 4x6 4x6 4x6 2x4 4x8 4x8 4x8 4x8 3-1-11 3-1-11 7-7-8 4-5-13 12-1-5 4-5-13 15-3-0 3-1-11 3-1-11 3-1-11 7-7-8 4-5-13 12-1-5 4-5-13 15-3-0 3-1-11 3-2-28-4-143-2-214.00 12 Shop to nail girder.Plate Offsets (X,Y)-- [7:0-3-8,0-2-0], [9:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.46 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=2462/0-3-8 (min. 0-2-0), 6=2533/0-3-8 (min. 0-2-1) Max Horz10=172(LC 5) Max Grav10=2552(LC 2), 6=2647(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2115/0, 1-2=-2129/0, 2-3=-1922/0, 3-4=-1922/0, 4-5=-2131/0, 5-6=-2117/0 BOT CHORD 9-12=0/2181, 12-13=0/2181, 8-13=0/2181, 8-14=0/2184, 14-15=0/2184, 7-15=0/2184 WEBS 1-9=0/2937, 2-9=-1047/0, 2-8=-1131/0, 3-8=0/2570, 4-8=-1133/0, 4-7=-1059/0, 5-7=0/2940 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 537 lb down at 0-8-12, 533 lb down at 2-8-12, 533 lb down at 4-8-12, 475 lb down at 6-8-12, 533 lb down at 8-8-12, 533 lb down at 10-8-12, and 533 lb down at 12-8-12, and 539 lb down at 14-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-473(F) 11=-478(F) 12=-473(F) 13=-475(F) 14=-473(F) 15=-473(F) 16=-473(F) 17=-480(F) Job B20000275 Truss TG07 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:39 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zq3YN3OTlwOpqjBIGMcIxpToqYn7oQpUdnmIN5zNo5Y Scale = 1:11.4 W1 T1 W1 B1 W2 W1 W2 1 2 3 6 5 478 2x4 4x6 2x4 3x12 2x4 4x6 2-10-8 2-10-8 5-9-0 2-10-8 2-10-8 2-10-8 5-9-0 2-10-8 1-5-10Shop to nail girder. LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.24 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=1166/Mechanical, 4=1134/Mechanical Max Grav6=1212(LC 2), 4=1174(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-900/0, 1-2=-1764/0, 2-3=-1764/0, 3-4=-900/0 WEBS 1-5=0/1881, 2-5=-262/149, 3-5=0/1881 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Refer to girder(s) for truss to truss connections. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 811 lb down at 1-9-12, and 811 lb down at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-140(F=-80), 4-6=-20 Concentrated Loads (lb) Vert: 7=-713(B) 8=-713(B) Job B20000275 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:40 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-S1dwaPP5WDWgRsmUq37XU00zfy9dX?5dsRVrvYzNo5X Scale: 3/4"=1' T1 W1 B1 1 2 3 2x4 2x4 2x4 2-7-12 2-7-12 0-0-42-7-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=88/2-7-8 (min. 0-1-8), 3=88/2-7-8 (min. 0-1-8) Max Horz1=61(LC 10) Max Uplift3=-35(LC 10) Max Grav1=88(LC 1), 3=93(LC 17) 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=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B20000275 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:41 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-wDBIolQjHXfX30LgOnfm0EY8PLUsGSLn55FPR_zNo5W Scale: 3/4"=1' T1 W1 B1 1 2 3 2x4 2x4 2x4 2-7-12 2-7-12 0-0-42-7-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=88/2-7-8 (min. 0-1-8), 3=88/2-7-8 (min. 0-1-8) Max Horz1=61(LC 10) Max Uplift3=-35(LC 10) Max Grav1=88(LC 1), 3=93(LC 17) 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=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B20000275 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:42 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-OPlh?5RM2rnOhAwtyUA?ZR5J6lqR?vNwJl_yzQzNo5V Scale = 1:14.1 T1 T1 B1 ST1 1 2 3 4 2x4 4x6 2x4 2x4 4-7-4 4-7-4 4-7-8 0-0-4 2-3-12 2-3-12 4-7-8 2-3-12 0-0-42-3-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.07 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=94/4-7-0 (min. 0-1-8), 3=94/4-7-0 (min. 0-1-8), 4=126/4-7-0 (min. 0-1-8) Max Horz1=35(LC 7) Max Uplift1=-10(LC 11), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 1, 3. 7) 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 B20000275 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:43 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-sbJ3DRS_o8vFIKV3VChE5feUy9AFkMZ4YPkWWtzNo5U Scale = 1:20.8 T1 T1 B1 ST1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 5-2-13 5-2-9 2-7-6 2-7-6 5-2-13 2-7-6 0-0-43-0-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=114/5-2-6 (min. 0-1-8), 3=114/5-2-6 (min. 0-1-8), 4=139/5-2-6 (min. 0-1-8) Max Horz1=50(LC 7) Max Uplift1=-15(LC 11), 3=-10(LC 10) Max Grav1=114(LC 1), 3=114(LC 1), 4=142(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 1, 3. 7) 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 B20000275 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood Putka Residence Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Apr 23 16:35:44 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KosRQnScZS16wU3F3vCTesAhSZXdTp4Dn3T32JzNo5T Scale = 1:7.9 T1 T1 B1 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 1-9-10 1-9-7 0-10-13 0-10-13 1-9-10 0-10-13 0-0-41-0-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=47/1-9-4 (min. 0-1-8), 3=47/1-9-4 (min. 0-1-8) Max Horz1=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 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