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Home My WebLink About18030175 Truss Plans Re: J16604439 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I28019926 thru I28019997 My license renewal date for the state of Indiana is July 31, 2018. October 14,2016 Galinski, John IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek s customer s file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:19 2016 Page 1 October 14,2016 Job J16604439 Truss CG02 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Sigma Builders 12 Cherry Tree I28019926 Job Reference (optional) -1-6-15 1-6-15 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Bv?VBv9lqncVC6cbuaFs?4rF5s9iYUrhKej9SqyTW8M 3-9-12 3-9-12 Scale = 1:23.5 3 1 5 3x12 4 3-9-12 3-9-12 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 19 lb FT = 20% LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=253/0-3-8, 3=75/Mechanical, 4=34/Mechanical Max Horz 5=115(LC 5) Max Uplift 5=-86(LC 5), 3=-52(LC 5), 4=-7(LC 5) Max Grav 5=253(LC 1), 3=75(LC 1), 4=68(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 84 lb up at 0-4-1, and 33 lb down and 89 lb up at 1-5-5 on top chord, and 2 lb down and 47 lb up at 1-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG 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, 4-5=-20 Concentrated Loads (lb) Vert: 6=30(B) 6.66 12 6 2 7 3-3-14 1-2-8 2-8-12 3-3-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:20 2016 Page 1 Job J16604439 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019927 Job Reference (optional) -1-6-15 1-6-15 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-f5ZtPFANb5kMqGBoSIm5XHOQSFVGHx5qZISi?HyTW8L 4-9-3 4-9-3 3 Scale = 1:26.6 1 5 3x12 4 4-9-3 4-9-3 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight: 22 lb FT = 20% LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=302/0-3-8, 3=116/Mechanical, 4=45/Mechanical Max Horz 5=132(LC 5) Max Uplift 5=-67(LC 5), 3=-62(LC 5), 4=-4(LC 5) Max Grav 5=302(LC 1), 3=116(LC 1), 4=88(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/81 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 24 lb up at 1-2-14, and 47 lb down and 39 lb up at 2-4-11 on top chord, and 2 lb down and 11 lb up at 1-2-14, and 3 lb down and 33 lb up at 2-4-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG 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, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(B) 9=3(F) 6.66 12 7 6 2 8 9 3-10-3 1-2-8 3-3-1 3-10-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:20 2016 Page 1 Job J16604439 Truss CG04 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019928 Job Reference (optional) -1-6-15 1-6-15 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-f5ZtPFANb5kMqGBoSIm5XHOOmFUVHx5qZISi?HyTW8L 5-8-5 5-8-5 3 Scale: 3/8"=1' 1 5 4 3x12 5-8-5 5-8-5 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight: 26 lb FT = 20% LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=340/0-3-8, 3=145/Mechanical, 4=59/Mechanical Max Horz 5=148(LC 5) Max Uplift 5=-65(LC 5), 3=-91(LC 5) Max Grav 5=340(LC 1), 3=145(LC 1), 4=106(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-287/100 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 65 lb up at 3-3-11, and 46 lb down and 57 lb up at 3-3-13 on top chord, and 4 lb down at 3-3-11, and 3 lb down and 30 lb up at 3-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=-3(F=1, B=-4) 6.66 12 6 2 7 4-4-6 1-2-8 0-7-2 3-9-4 4-4-6 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:20 2016 Page 1 Job J16604439 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019929 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-f5ZtPFANb5kMqGBoSIm5XHORmFVLHxKqZISi?HyTW8L 6-1-8 6-1-8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 4.00 12 2x4 3 2x4 4 2x4 5 Scale = 1:19.7 2 1 8 7 6 2x4 2x4 2x4 2x4 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 1 n/r 180 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) -0.00 1 n/r 120 Weight: 38 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud REACT ONS. All bearings 6-1-8. (lb) - Max Horz 2=75(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=274(LC 1) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - 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. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 6, 2, 7, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 2-6-0 0-5-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:21 2016 Page 1 Job J16604439 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019930 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-7H7FcbA?MPtDSPm_0?HK4Vxb0frK0OL_oyCFXjyTW8K 1-10-10 1-10-10 Scale = 1:22.4 3 1 5 3x4 4 1-10-10 1-10-10 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 8 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=148/0-3-8, 3=36/Mechanical, 4=15/Mechanical Max Horz 5=113(LC 6) Max Uplift 3=-51(LC 6), 4=-20(LC 6) Max Grav 5=148(LC 1), 3=36(LC 1), 4=32(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 3-1-2 1-2-8 2-6-10 3-1-2 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:21 2016 Page 1 8.00 12 3x4 2 Job J16604439 Truss J02 Truss Type Jack-Open Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019931 Job Reference (optional) -0-10-8 0-10-8 5-3-12 5-3-12 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-7H7FcbA?MPtDSPm_0?HK4VxY2fol0OL_oyCFXjyTW8K 3 Scale: 3/8"=1' 1 5 4 3x4 5-3-12 5-3-12 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.09 4-5 >659 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.04 4-5 >999 240 Weight: 15 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=272/0-3-8, 3=138/Mechanical, 4=60/Mechanical Max Horz 5=145(LC 6) Max Uplift 5=-2(LC 6), 3=-77(LC 6) Max Grav 5=272(LC 1), 3=138(LC 1), 4=97(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4-5-0 0-10-8 3-11-13 4-5-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:21 2016 Page 1 8.00 12 2x4 2 Job J16604439 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019932 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-7H7FcbA?MPtDSPm_0?HK4VxbTfrU0OL_oyCFXjyTW8K 3-4-10 3-4-10 Scale = 1:22.4 3 1 5 2x4 4 3-4-10 3-4-10 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight: 10 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=198/0-3-8, 3=83/Mechanical, 4=35/Mechanical Max Horz 5=105(LC 6) Max Uplift 5=-9(LC 6), 3=-50(LC 6) Max Grav 5=198(LC 1), 3=83(LC 1), 4=60(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3-1-10 0-10-8 2-8-6 3-1-10 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:22 2016 Page 1 Job J16604439 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019933 Job Reference (optional) -1-6-15 1-6-15 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-cUhdpwBe7i?43ZLAajoZciTjs3Aslra71cxp39yTW8J 2-5-8 2-5-8 Scale = 1:19.1 1 5 2x4 2-5-8 2-5-8 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.00 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 9 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=304/0-3-8, 3=14/Mechanical, 4=6/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-48(LC 6), 3=-24(LC 6) Max Grav 5=304(LC 1), 3=14(LC 1), 4=33(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/92 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 5 lb up at -1-6-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAG 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, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40 3 6.66 12 3x4 2 4 2-6-14 1-2-8 0-4-13 2-2-1 2-6-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:22 2016 Page 1 Job J16604439 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019934 Job Reference (optional) -1-6-15 1-6-15 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-cUhdpwBe7i?43ZLAajoZciTjs3Aslra71cxp39yTW8J 2-5-8 2-5-8 Scale = 1:19.1 1 5 2x4 2-5-8 2-5-8 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.00 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 9 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=304/0-3-8, 3=14/Mechanical, 4=6/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-48(LC 6), 3=-24(LC 6) Max Grav 5=304(LC 1), 3=14(LC 1), 4=33(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/92 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 5 lb up at -1-6-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG 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, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F) 3 6.66 12 3x4 2 4 2-6-14 1-2-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:22 2016 Page 1 Job J16604439 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019935 Job Reference (optional) -0-10-8 0-10-8 1-5-0 1-5-0 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-cUhdpwBe7i?43ZLAajoZciTm53Aulra71cxp39yTW8J Scale = 1:19.5 3 1 5 4 2x4 1-5-0 1-5-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=136/0-3-8, 3=18/Mechanical, 4=8/Mechanical Max Horz 5=99(LC 6) Max Uplift 3=-39(LC 6), 4=-27(LC 6) Max Grav 5=136(LC 1), 3=18(LC 1), 4=23(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 2-7-8 1-2-8 2-1-1 2-7-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:22 2016 Page 1 8.00 12 2x4 2 Job J16604439 Truss J07 Truss Type Jack-Open Qty 12 Ply 1 Sigma Builders 12 Cherry Tree I28019936 Job Reference (optional) -0-10-8 0-10-8 3-9-0 3-9-0 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-cUhdpwBe7i?43ZLAajoZciTmg39Ilra71cxp39yTW8J Scale: 1/2"=1' 3 1 5 3x4 4 3-9-0 3-9-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight: 11 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=212/0-3-8, 3=93/Mechanical, 4=40/Mechanical Max Horz 5=112(LC 6) Max Uplift 5=-7(LC 6), 3=-55(LC 6) Max Grav 5=212(LC 1), 3=93(LC 1), 4=67(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3-4-8 0-10-8 2-11-5 3-4-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:23 2016 Page 1 8.00 12 2x4 2 4 Job J16604439 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019937 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4gF?1GCGu07xhjwM7QJo9w0y_TXCUIqHFGhMbcyTW8I 0-11-0 0-11-0 Scale = 1:12.5 3 1 5 2x4 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 4 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4 >999 240 Weight: 4 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=133/0-6-7, 3=-10/Mechanical Max Horz 5=55(LC 6) Max Uplift 5=-21(LC 6), 3=-17(LC 7) Max Grav 5=133(LC 1), 3=13(LC 4) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-5-14 0-10-8 1-0-10 1-5-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:23 2016 Page 1 8.00 12 2x4 2 4 Job J16604439 Truss J09 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019938 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4gF?1GCGu07xhjwM7QJo9w0y_TXCUIqHFGhMbcyTW8I 0-11-0 0-11-0 Scale = 1:12.5 3 1 5 2x4 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 4 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4 >999 240 Weight: 4 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=133/0-6-7, 3=-10/Mechanical Max Horz 5=55(LC 6) Max Uplift 5=-21(LC 6), 3=-17(LC 7) Max Grav 5=133(LC 1), 3=13(LC 4) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-5-14 0-10-8 1-0-10 1-5-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:23 2016 Page 1 Job J16604439 Truss J10 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019939 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4gF?1GCGu07xhjwM7QJo9w0yKTWQUIqHFGhMbcyTW8I 0-10-2 0-10-2 Scale: 3/4"=1' 3 1 0-10-2 0-10-2 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) 0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 0-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=134/0-3-8, 3=-17/Mechanical, 4=-2/Mechanical Max Horz 5=81(LC 6) Max Uplift 3=-22(LC 7), 4=-45(LC 6) Max Grav 5=134(LC 1), 3=10(LC 4), 4=11(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 5 2x4 4 2-0-10 1-2-8 1-6-2 2-0-10 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:24 2016 Page 1 Job J16604439 Truss J11 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019940 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-YspOEcDueKFoJtVZh7r1i7Z73tsfDl4QUwQv82yTW8H 0-10-2 0-10-2 Scale: 3/4"=1' 3 1 0-10-2 0-10-2 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) 0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 0-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=134/0-3-8, 3=-17/Mechanical, 4=-2/Mechanical Max Horz 5=81(LC 6) Max Uplift 3=-22(LC 7), 4=-45(LC 6) Max Grav 5=134(LC 1), 3=10(LC 4), 4=11(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 5 2x4 4 2-0-10 1-2-8 1-6-2 2-0-10 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:24 2016 Page 1 Job J16604439 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019941 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-YspOEcDueKFoJtVZh7r1i7Z6ltsFDl4QUwQv82yTW8H 2-2-0 2-2-0 Scale: 1/2"=1' 2 2x4 4 2x4 3 2-2-0 2-2-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 3-4 >999 240 Weight: 7 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 4=78/0-3-8, 2=55/Mechanical, 3=23/Mechanical Max Horz 4=76(LC 6) Max Uplift 2=-60(LC 6), 3=-12(LC 6) Max Grav 4=78(LC 1), 2=55(LC 1), 3=39(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 1 3-4-8 1-2-8 2-10-1 3-4-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:24 2016 Page 1 Job J16604439 Truss J13 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders 12 Cherry Tree I28019942 Job Reference (optional) -0-10-8 0-10-8 2-2-0 2-2-0 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-YspOEcDueKFoJtVZh7r1i7Z5ttrsDl4QUwQv82yTW8H Scale: 1/2"=1' 3 1 5 3x4 4 2-2-0 2-2-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL) -0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 8 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=156/0-3-8, 3=44/Mechanical, 4=18/Mechanical Max Horz 5=120(LC 6) Max Uplift 3=-56(LC 6), 4=-18(LC 6) Max Grav 5=156(LC 1), 3=44(LC 1), 4=37(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 3-4-8 1-2-8 2-10-1 3-4-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:24 2016 Page 1 8.00 12 2x4 2 Job J16604439 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019943 Job Reference (optional) -0-10-8 0-10-8 3-4-10 3-4-10 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-YspOEcDueKFoJtVZh7r1i7Z6itsBDl4QUwQv82yTW8H Scale = 1:22.4 3 1 5 2x4 4 3-4-10 3-4-10 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight: 10 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=198/0-3-8, 3=83/Mechanical, 4=35/Mechanical Max Horz 5=105(LC 6) Max Uplift 5=-9(LC 6), 3=-50(LC 6) Max Grav 5=198(LC 1), 3=83(LC 1), 4=60(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3-1-10 0-10-8 2-8-6 3-1-10 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:25 2016 Page 1 Job J16604439 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019944 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-03NmSyEWPdNew14lFrMGEL5H?GCGyCKZjaATgUyTW8G 1-10-10 1-10-10 Scale = 1:22.4 3 1 5 3x4 4 1-10-10 1-10-10 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight: 8 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=148/0-3-8, 3=36/Mechanical, 4=15/Mechanical Max Horz 5=113(LC 6) Max Uplift 3=-51(LC 6), 4=-20(LC 6) Max Grav 5=148(LC 1), 3=36(LC 1), 4=32(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 3-1-2 1-2-8 2-6-10 3-1-2 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:25 2016 Page 1 8.00 12 2x4 2 Job J16604439 Truss J16 Truss Type JACK-OPEN Qty 6 Ply 1 Sigma Builders 12 Cherry Tree I28019945 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-03NmSyEWPdNew14lFrMGEL5G1GBDyCKZjaATgUyTW8G 4-6-8 4-6-8 Scale = 1:27.0 3 1 5 3x4 4 4-6-8 4-6-8 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.02 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.05 4-5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.02 4-5 >999 240 Weight: 13 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=242/0-3-8, 3=116/Mechanical, 4=50/Mechanical Max Horz 5=129(LC 6) Max Uplift 5=-5(LC 6), 3=-66(LC 6) Max Grav 5=242(LC 1), 3=116(LC 1), 4=83(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3-10-13 0-10-8 3-5-10 3-10-13 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:25 2016 Page 1 8.00 12 2x4 2 5 2x4 4 Job J16604439 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019946 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-03NmSyEWPdNew14lFrMGEL5JpGDTyCKZjaATgUyTW8G 1-8-0 1-8-0 Scale = 1:15.5 3 1 1-8-0 1-8-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=142/0-3-8, 3=29/Mechanical, 4=11/Mechanical Max Horz 5=71(LC 6) Max Uplift 5=-16(LC 6), 3=-23(LC 6), 4=-3(LC 6) Max Grav 5=142(LC 1), 3=29(LC 1), 4=27(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-11-14 0-10-8 1-6-10 1-11-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:26 2016 Page 1 8.00 12 2x4 2 5 2x4 4 Job J16604439 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019947 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-UFw8fIE8AxVVYBfxpYtVnYeUZgZihfajxDv0CwyTW8F 1-8-0 1-8-0 Scale = 1:15.5 3 1 1-8-0 1-8-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=142/0-3-8, 3=29/Mechanical, 4=11/Mechanical Max Horz 5=71(LC 6) Max Uplift 5=-16(LC 6), 3=-23(LC 6), 4=-3(LC 6) Max Grav 5=142(LC 1), 3=29(LC 1), 4=27(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-11-14 0-10-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:26 2016 Page 1 Job J16604439 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019948 Job Reference (optional) -0-10-8 0-10-8 1-4-7 1-4-7 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-UFw8fIE8AxVVYBfxpYtVnYeS6gYshfajxDv0CwyTW8F Scale = 1:19.3 3 1 5 4 2x4 1-4-7 1-4-7 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=136/0-3-8, 3=15/Mechanical, 4=7/Mechanical Max Horz 5=97(LC 6) Max Uplift 3=-37(LC 6), 4=-27(LC 6) Max Grav 5=136(LC 1), 3=15(LC 1), 4=22(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 2-6-15 1-2-8 2-0-8 2-6-15 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:26 2016 Page 1 Job J16604439 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019949 Job Reference (optional) -0-10-8 0-10-8 1-4-7 1-4-7 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-UFw8fIE8AxVVYBfxpYtVnYeS6gYshfajxDv0CwyTW8F Scale = 1:19.3 3 1 5 4 2x4 1-4-7 1-4-7 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.00 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=136/0-3-8, 3=15/Mechanical, 4=7/Mechanical Max Horz 5=97(LC 6) Max Uplift 3=-37(LC 6), 4=-27(LC 6) Max Grav 5=136(LC 1), 3=15(LC 1), 4=22(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x4 2 2-6-15 1-2-8 2-0-8 2-6-15 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:27 2016 Page 1 Job J16604439 Truss M01 Truss Type MONOPITCH Qty 18 Ply 1 Sigma Builders 12 Cherry Tree I28019950 Job Reference (optional) -0-10-8 0-10-8 5-10-8 5-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yRUWteFmxFdMAKD8MGOkJmBZZ4qIQ5FsAtfakNyTW8E 2x4 3 Scale = 1:52.1 5 4 2x4 4x6 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.06 4-5 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.15 4-5 >460 240 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 **** 240 Weight: 30 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 5=290/0-3-8, 4=218/0-1-8 Max Horz 5=232(LC 6) Max Uplift 4=-139(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-254/10 WEBS 2-4=-10/258 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=139. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3x6 2 1 7-1-0 1-2-8 6-9-8 0-3-8 7-1-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:27 2016 Page 1 Job J16604439 Truss M02 Truss Type Monopitch Qty 4 Ply 1 Sigma Builders 12 Cherry Tree I28019951 Job Reference (optional) 5-10-8 5-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yRUWteFmxFdMAKD8MGOkJmBXn4qmQ5fsAtfakNyTW8E 2x4 2 Scale = 1:52.1 3x6 4 3 2x4 4x6 5-10-8 5-10-8 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.06 3-4 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.15 3-4 >460 240 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 4 **** 240 Weight: 29 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 4=223/Mechanical, 3=223/0-1-8 Max Horz 4=172(LC 6) Max Uplift 3=-136(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 3 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 at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=136. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 1 7-1-0 1-2-8 6-9-8 0-3-8 7-1-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:27 2016 Page 1 Job J16604439 Truss M03 Truss Type Monopitch Qty 14 Ply 1 Sigma Builders 12 Cherry Tree I28019952 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yRUWteFmxFdMAKD8MGOkJmBZ94sfQ6qsAtfakNyTW8E 6-1-8 6-1-8 3x4 3 Scale = 1:19.3 4.00 12 2 1 3x4 4 3x6 6-1-8 6-1-8 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:Edge,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.04 2-4 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.12 2-4 >584 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.08 2-4 >899 240 Weight: 17 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 2=300/0-3-8, 4=228/0-1-8 Max Horz 2=72(LC 4) Max Uplift 2=-91(LC 4), 4=-78(LC 4) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - 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. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 2-6-0 0-5-8 2-2-8 0-3-8 2-6-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:28 2016 Page 1 4.00 12 3x4 3 2 3x 1 7 8 6 3x4 2x4 5 3x6 Job J16604439 Truss M04 Truss Type Monopitch Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019953 Job Reference (optional) -0-10-8 0-10-8 5-1-9 5-1-9 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Qd2u4_GOiYlDnUoKwzvzszjo2UAH9TK0PXO7HpyTW8D 10-1-8 4-11-15 3x12 4 Scale = 1:27.0 6 5-1-9 5-1-9 10-1-8 4-11-15 Plate Offsets (X,Y)-- [4:0-8-8,Edge] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 2-6 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.06 2-6 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.04 2-6 >999 240 Weight: 37 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. REACT ONS. (lb/size) 2=461/0-3-8, 8=364/0-1-8 Max Horz 2=110(LC 4) Max Uplift 2=-133(LC 4), 8=-125(LC 4) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/408, 5-7=-232/267, 4-7=-232/267 BOT CHORD 2-6=-473/609, 5-6=-473/609 WEBS 3-5=-595/464 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=133, 8=125. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3-10-0 0-5-8 0-5-8 3-10-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:28 2016 Page 1 8.00 12 2 4 2x4 Job J16604439 Truss M05 Truss Type Monopitch Qty 6 Ply 1 Sigma Builders 12 Cherry Tree I28019954 Job Reference (optional) -0-10-8 0-10-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Qd2u4_GOiYlDnUoKwzvzszjqwUEZ9Y30PXO7HpyTW8D 1-4-0 1-4-0 2x4 3 Scale = 1:11.4 1 2x4 1-4-0 1-4-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 2 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 2 **** 240 Weight: 5 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 4=25/0-1-8, 2=122/0-3-8 Max Horz 2=36(LC 6) Max Uplift 4=-4(LC 5), 2=-44(LC 6) Max Grav 4=28(LC 2), 2=122(LC 1) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-3-3 0-4-8 0-11-11 0-3-8 1-3-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:28 2016 Page 1 Job J16604439 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019955 Job Reference (optional) 6-0-0 6-0-0 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Qd2u4_GOiYlDnUoKwzvzszjqxUEJ9Yj0PXO7HpyTW8D Scale = 1:12.4 4x6 4x6 8 7 2x4 2x4 2x4 2x4 6-0-0 6-0-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 5 n/r 180 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 n/r 120 Weight: 14 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. All bearings 4-6-2. (lb) - Max Horz 2=21(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 5, 8, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3 4 8.00 12 5 2 6 1 0-1-8 1-4-8 1-2-11 0-4-7 0-4-7 0-1-8 1-1-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:29 2016 Page 1 Job J16604439 Truss PB02 Truss Type PIGGYBACK Qty 5 Ply 1 Sigma Builders 12 Cherry Tree I28019956 Job Reference (optional) 3-0-0 3-0-0 4x6 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-uqcHHKH1Tst4PeNWUhQCOBG_YuaAu?w9eB8gpFyTW8C 6-0-0 3-0-0 Scale = 1:17.2 3 2x4 6 2x4 2x4 6-0-0 6-0-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 5 n/r 180 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) -0.00 5 n/r 120 Weight: 15 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRAC N - 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. REACT ONS. (lb/size) 2=131/4-6-2, 4=131/4-6-2, 6=155/4-6-2 Max Horz 2=-37(LC 4) Max Uplift 2=-32(LC 6), 4=-36(LC 7) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8.00 12 4 2 5 1 0-1-8 2-0-0 0-4-7 0-4-7 0-1-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:29 2016 Page 1 Job J16604439 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019957 Job Reference (optional) 6-0-0 6-0-0 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-uqcHHKH1Tst4PeNWUhQCOBGzSuaPu?z9eB8gpFyTW8C Scale = 1:12.4 8 7 2x4 2x4 6-0-0 6-0-0 Plate Offsets (X,Y)-- [3:0-1-3,0-2-4], [4:0-1-3,0-2-4] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 5 n/r 180 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 5 n/r 120 Weight: 13 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. All bearings 4-6-2. (lb) - Max Horz 2=-14(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 5, 8, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6x6 6x6 8.00 12 3 4 5 2 6 1 0-1-8 1-1-0 0-11-3 0-4-7 0-4-7 0-1-8 0-9-11 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:29 2016 Page 1 Job J16604439 Truss T01 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019958 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-uqcHHKH1Tst4PeNWUhQCOBGsguXXu_k9eB8gpFyTW8C -0-10-8 0-10-8 5-4-5 5-4-5 8-8-11 3-4-5 5x6 5x6 3 4 14-1-0 5-4-5 14-11-8 0-10-8 Scale = 1:47.4 12.00 12 5x8 5x8 2 5 6 1 10 9 8 7 2x4 4x6 4x8 2x4 5-4-5 5-4-5 8-8-11 3-4-5 14-1-0 5-4-5 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-3-8,Edge] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 9-10 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.05 9-10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 9 >999 240 Weight: 70 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 10=613/0-3-8, 7=613/0-3-8 Max Horz 10=158(LC 5) Max Uplift 10=-42(LC 6), 7=-42(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/98, 3-4=-299/126, 4-5=-544/98, 2-10=-563/112, 5-7=-563/111 BOT CHORD 8-9=-46/299 BRAC N - 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6-6-13 6-5-0 1-2-8 1-2-8 6-5-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:30 2016 Page 1 Job J16604439 Truss T02 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019959 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-N0AfVfHfEA?x1oyj2OxSxOp5jHs2dQvJsrtELiyTW8B -0-10-8 0-10-8 4-0-5 4-0-5 10-0-11 6-0-5 5x6 5x6 3 4 14-1-0 4-0-5 14-11-8 0-10-8 Scale = 1:38.7 12.00 12 3x6 3x6 2 5 6 1 10 9 8 7 2x4 3x4 3x8 2x4 4-0-5 4-0-5 10-0-11 6-0-5 14-1-0 4-0-5 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.03 8-9 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.09 8-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 9 >999 240 Weight: 64 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 10=613/0-3-8, 7=613/0-3-8 Max Horz 10=-127(LC 4) Max Uplift 10=-38(LC 6), 7=-38(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-555/93, 3-4=-339/111, 4-5=-555/93, 2-10=-587/104, 5-7=-587/103 BOT CHORD 8-9=-64/339 WEBS 2-9=-46/312, 5-8=-48/312 BRAC N - 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5-2-13 5-1-0 1-2-8 1-2-8 5-1-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:30 2016 Page 1 3x6 3x6 4 5 3x6 3x6 9 10 4x6 3 4x6 11 1 2 13 12 0-10-8 Job J16604439 Truss T03 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019960 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-N0AfVfHfEA?x1oyj2OxSxOp0cHhodNWJsrtELiyTW8B -0-10-8 6-1-0 12-3-12 17-3-0 22-2-4 28-5-0 34-6-0 35-4-8 0-10-8 6-1-0 6-2-12 4-11-4 4-11-4 6-2-12 6-1-0 0-10-8 Scale = 1:73.9 4x8 4x8 8.00 12 3x4 6 7 8 6x10 19 18 17 3x6 28 29 16 15 14 3x6 6x10 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [8:0-4-0,0-1-9] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.41 16-17 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(TL) -0.77 16-17 >537 240 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(TL) 0.12 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.05 17-19 >999 240 Weight: 160 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,4-17,10-16,10-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17, 7-16 REACT ONS. (lb/size) 2=1540/0-3-8, 12=1540/0-3-8 Max Horz 2=-191(LC 4) Max Uplift 2=-69(LC 6), 12=-69(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-422/0, 3-4=-2059/185, 4-5=-1852/176, 5-6=-1830/216, 6-7=-1461/219, 7-8=-1461/219, 8-9=-1830/216, 9-10=-1852/176, 10-11=-2059/185, 11-12=-422/0 BOT CHORD 2-19=-95/1636, 18-19=-95/1636, 17-18=-95/1636, 17-28=-42/1551, 28-29=-42/1551, 16-29=-42/1551, 15-16=-51/1636, 14-15=-51/1636, 12-14=-51/1636 WEBS 6-17=-9/621, 7-17=-297/174, 7-16=-297/174, 8-16=-9/621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9-1-0 8-10-14 0-10-8 8-10-14 2x4 3x8 3x8 2x4 6-1-0 12-3-12 22-2-4 28-5-0 34-6-0 6-1-0 6-2-12 9-10-8 6-2-12 6-1-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:31 2016 Page 1 3x6 3x6 3x6 5 3x6 8 4 9 4x6 3 4x6 10 2 1 0-10-8 Job J16604439 Truss T04 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019961 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-rCk1i?IH?T7oeyXvb5ThUcL8Vh7kMsrS5Vdnt8yTW8A -0-10-8 7-9-10 15-3-12 19-2-4 26-8-6 34-6-0 35-4-8 0-10-8 7-9-10 7-6-2 3-10-8 7-6-2 7-9-10 0-10-8 6x6 4x8 8.00 6 7 Scale = 1:84.3 27 18 28 17 16 11 12 29 15 14 30 13 31 8x10 2x4 3x6 3x4 3x8 3x6 2x4 8x10 7-9-10 7-9-10 15-3-12 7-6-2 19-2-4 3-10-8 26-8-6 7-6-2 34-6-0 7-9-10 Plate Offsets (X,Y)-- [7:0-4-0,0-1-9] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.14 16-18 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.35 16-18 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.04 16 >999 240 Weight: 165 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-7-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACT ONS. (lb/size) 2=1702/0-3-8, 11=1697/0-3-8 Max Horz 2=-237(LC 4) Max Uplift 2=-80(LC 6), 11=-80(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-499/0, 3-4=-2312/177, 4-5=-1754/184, 5-6=-1624/228, 6-7=-1346/235, 7-8=-1616/228, 8-9=-1746/184, 9-10=-2304/177, 10-11=-500/0 BOT CHORD 2-27=-73/1835, 18-27=-73/1835, 18-28=-73/1835, 17-28=-73/1835, 16-17=-73/1835, 16-29=0/1352, 15-29=0/1352, 14-15=-25/1829, 14-30=-25/1829, 13-30=-25/1829, 13-31=-25/1829, 11-31=-25/1829 WEBS 4-18=0/312, 4-16=-624/169, 6-16=-34/580, 7-15=-25/550, 9-15=-623/169, 9-13=0/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12 11-1-0 10-10-14 0-10-8 10-10-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:31 2016 Page 1 0-10-8 Job J16604439 Truss T05 Truss Type COMMON Qty 5 Ply 1 Sigma Builders 12 Cherry Tree I28019962 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-rCk1i?IH?T7oeyXvb5ThUcLAKh3zMpXS5Vdnt8yTW8A Scale = 1:98.0 18 27 17 28 16 13 29 15 30 14 6x10 3x8 MT18HS 4x8 3x6 3x8 MT18HS 3x6 6x10 8-9-4 8-9-4 17-3-0 8-5-12 25-8-12 8-5-12 34-6-0 8-9-4 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.30 16-18 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.54 16-18 >765 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) 0.13 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 14-16 >999 240 Weight: 163 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-14,4-18: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16, 6-16 REACT ONS. (lb/size) 2=1606/0-3-8, 12=1606/0-3-8 Max Horz 2=-269(LC 4) Max Uplift 2=-86(LC 6), 12=-86(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-554/0, 3-4=-2190/175, 4-5=-2036/194, 5-6=-1949/214, 6-7=-1545/241, 7-8=-1545/241, 8-9=-1949/214, 9-10=-2036/194, 10-11=-2190/175, 11-12=-554/0 BOT CHORD 2-18=-118/1732, 18-27=-27/1519, 17-27=-27/1519, 17-28=-27/1519, 16-28=-27/1519, 16-29=0/1519, 15-29=0/1519, 15-30=0/1519, 14-30=0/1519, 12-14=-41/1732 WEBS 7-16=-156/1293, 8-16=-584/181, 8-14=-29/418, 6-16=-584/181, 6-18=-28/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 3x6 6 8 3x6 5 9 2x4 4 2x4 10 4x6 3 2 4x6 11 1 12 12-4-8 0-10-8 -0-10-8 5-11-5 11-7-3 17-3-0 22-10-13 28-6-11 34-6-0 35-4-8 0-10-8 5-11-5 5-7-13 5-7-13 5-7-13 5-7-13 5-11-5 0-10-8 4x6 8. 00 12 7 3x6 3x6 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:32 2016 Page 1 0-10-8 Job J16604439 Truss T06 Truss Type Common Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019963 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JPIPwLJvmnFfG6659p_w0puIf5Nj5GYbK9MLQayTW89 Scale = 1:98.0 17 26 16 27 15 28 11 14 29 13 12 6x10 3x8 MT18HS 4x8 3x6 3x8 MT18HS 3x6 6x10 8-9-4 8-9-4 17-3-0 8-5-12 25-8-12 8-5-12 29-9-8 4-0-12 34-6-0 4-8-8 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.31 15-17 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(TL) -0.58 13-15 >616 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(TL) 0.14 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 13-15 >999 240 Weight: 161 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,3-17: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15, 5-15 REACT ONS. (lb/size) 1=1548/0-3-8, 11=1517/5-0-0, 12=43/0-3-8 Max Horz 1=-267(LC 4) Max Uplift 1=-62(LC 6), 11=-75(LC 7) Max Grav 1=1548(LC 1), 11=1517(LC 1), 12=137(LC 2) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-577/0, 2-3=-2185/181, 3-4=-2031/201, 4-5=-1945/220, 5-6=-1538/246, 6-7=-1538/246, 7-8=-1919/233, 8-9=-2006/214, 9-10=-2159/194 BOT CHORD 1-17=-134/1730, 17-26=-43/1514, 16-26=-43/1514, 16-27=-43/1514, 15-27=-43/1514, 15-28=0/1504, 14-28=0/1504, 14-29=0/1504, 13-29=0/1504, 12-13=-85/1704, 11-12=-85/1704 WEBS 6-15=-162/1285, 7-15=-569/189, 7-13=-44/390, 5-15=-585/181, 5-17=-30/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 4 3x6 8 2x4 3 2x4 9 4x6 2 4x6 10 1 12-4-8 0-10-8 5-11-5 11-7-3 17-3-0 22-10-13 28-6-11 34-6-0 5-11-5 5-7-13 5-7-13 5-7-13 5-7-13 5-11-5 4x 6 8.00 12 6 3x6 3x6 5 3x6 7 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:33 2016 Page 1 5 4 8x8 8x8 2x4 8 3 5x6 9 10 4x6 2 1 0-10-8 Job J16604439 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019964 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-nbrn7hKXX5NWuFhHjWV9Z1RYBVktqdslZp6uy0yTW88 5-11-5 11-7-3 17-3-0 23-0-0 27-9-0 36-7-8 39-4-8 5-11-5 5-7-13 5-7-13 5-9-0 4-9-0 8-10-8 2-9-0 5x6 Scale: 1/8"=1' 8.00 12 6 3x6 3x6 4x10 7 17 22 16 23 15 24 14 25 13 12 11 6x10 3x6 3x6 5x8 3x16 MT18HS 6x10 5x6 3x4 8-9-4 17-3-0 27-9-0 36-7-8 39-4-8 8-9-4 8-5-12 10-6-0 8-10-8 2-9-0 Plate Offsets (X,Y)-- [1:0-6-5,Edge], [8:0-3-3,Edge], [9:0-4-13,Edge], [10:0-2-8,0-2-4] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.57 13-15 >826 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -1.08 13-15 >434 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.13 13-15 >999 240 Weight: 203 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9: 2x6 SPF No.2, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,8-13,9-12,10-11,10-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-10 max.): 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-15, 8-13 REACT ONS. (lb/size) 1=1777/Mechanical, 11=1747/Mechanical Max Horz 1=264(LC 5) Max Uplift 1=-57(LC 6), 11=-86(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-632/0, 2-3=-2547/197, 3-4=-2393/217, 4-5=-2307/236, 5-6=-1952/260, 6-7=-1941/256, 7-8=-3920/361, 8-9=-3096/229, 9-10=-1029/86, 10-11=-1729/115 BOT CHORD 1-17=-188/2021, 17-22=-93/1835, 16-22=-93/1835, 16-23=-93/1835, 15-23=-93/1835, 15-24=-113/2156, 14-24=-113/2156, 14-25=-113/2156, 13-25=-113/2156, 12-13=-56/908 WEBS 5-17=-36/376, 5-15=-551/183, 6-15=-174/1741, 7-15=-1084/204, 7-13=-152/1964, 8-13=-2601/328, 9-13=-144/2514, 9-12=-1084/151, 10-12=-85/1459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 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) 1, 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12-4-8 5-2-6 3-6-8 5-2-6 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:33 2016 Page 1 12 Job J16604439 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019965 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-nbrn7hKXX5NWuFhHjWV9Z1RW5Vjuqc5lZp6uy0yTW88 5-11-5 11-7-3 17-3-0 24-9-0 33-7-8 39-4-8 5-11-5 5-7-13 5-7-13 7-6-0 8-10-8 5-9-0 5x6 Scale = 1:101.7 8.00 6 16 21 15 22 14 23 13 12 24 11 10 6x10 3x6 3x8 MT18HS 5x8 4x6 3x12 3x4 Plate Offsets (X,Y)-- [9:0-3-0,0-1-8], [11:0-3-8,0-1-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.36 14-16 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.63 14-16 >744 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.08 14-16 >999 240 Weight: 193 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2, 7-8,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,7-12,8-11,9-10,9-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 7-14 REACT ONS. (lb/size) 1=1772/Mechanical, 10=1831/Mechanical Max Horz 1=262(LC 5) Max Uplift 1=-57(LC 6), 10=-86(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-570/0, 2-3=-2549/198, 3-4=-2395/218, 4-5=-2308/238, 5-6=-1924/266, 6-7=-1957/251, 7-8=-2520/244, 8-9=-1675/147, 9-10=-1812/141 BOT CHORD 1-16=-187/2018, 16-21=-94/1825, 15-21=-94/1825, 15-22=-94/1825, 14-22=-94/1825, 14-23=-142/2531, 13-23=-142/2531, 12-13=-142/2531, 12-24=-62/1353, 11-24=-62/1353 WEBS 5-16=-31/412, 5-14=-575/177, 6-14=-156/1676, 7-14=-1392/185, 7-12=-631/162, 8-12=-97/1490, 8-11=-501/129, 9-11=-59/1549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 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) 1, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3x6 3x6 5 6x8 6x6 7 4 8 2x4 3 4x6 9 4x6 2 1 12-4-8 7-2-6 0-10-8 3-6-8 7-2-6 3x6 8-9-4 17-3-0 24-9-0 33-7-8 39-4-8 8-9-4 8-5-12 7-6-0 8-10-8 5-9-0 October 14,2016 12 0-10-8 Job J16604439 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019966 Job Reference (optional) PROBUILD, MOORESVILLE, IN 46158 8.00 6 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:34 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-FnPAL1K9IOVNVPGUHE0O5Ezgpv30Z4tunTrRUTyTW87 Scale = 1:102.6 18 23 17 24 16 25 15 26 14 27 28 13 12 6x10 3x6 3x8 5x8 4x8 3x8 MT18HS 5x12 3x4 8-9-4 8-9-4 17-3-0 8-5-12 26-7-8 9-4-8 33-5-4 6-9-12 39-4-8 5-11-4 Plate Offsets (X,Y)-- [1:0-6-5,Edge], [11:0-2-12,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.32 14-16 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.64 14-16 >737 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.08 16-18 >999 240 Weight: 210 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-9: 2x6 SPF No.2, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-14,9-13,10-13,11-12,11-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 7-8, 9-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 7-16, 7-14, 9-13 REACT ONS. (lb/size) 1=1804/Mechanical, 12=1823/Mechanical Max Horz 1=262(LC 5) Max Uplift 1=-57(LC 6), 12=-86(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-617/0, 2-3=-2596/200, 3-4=-2442/220, 4-5=-2355/240, 5-6=-1992/266, 6-7=-1961/268, 7-8=-1880/226, 8-9=-2252/242, 9-10=-1308/167, 10-11=-1663/151, 11-12=-1776/147 BOT CHORD 1-18=-187/2059, 18-23=-94/1872, 17-23=-94/1872, 17-24=-94/1872, 16-24=-94/1872, 16-25=-92/2065, 15-25=-92/2065, 15-26=-92/2065, 14-26=-92/2065, 14-27=-104/1972, 27-28=-104/1972, 13-28=-104/1972 WEBS 5-18=-34/387, 5-16=-558/181, 6-16=-194/1825, 7-16=-1112/195, 7-14=-396/80, 8-14=-49/952, 9-14=-291/115, 9-13=-1310/90, 10-13=0/540, 11-13=-54/1484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 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) 1, 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5x6 5x6 3x6 7 3x6 5 5x6 5x6 8 9 4 2x4 10 5x6 3 11 4x6 2 1 12-4-8 7-3-14 9-2-6 3-6-8 9-2-6 5-11-5 11-7-3 17-3-0 21-9-0 26-7-8 29-5-4 33-5-4 39-4-8 5-11-5 5-7-13 5-7-13 4-6-0 4-10-8 2-9-12 4-0-0 5-11-4 5x6 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:35 2016 Page 1 12 0-10-8 Job J16604439 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019967 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-j_zYYNLn3idE7ZrgqxXdeSWtZIOpIXd207b?0vyTW86 5-11-5 11-7-3 17-3-0 18-9-0 23-7-8 29-0-0 32-5-4 36-5-4 39-4-8 5-11-5 5-7-13 5-7-13 1-6-0 4-10-8 5-4-8 3-5-4 4-0-0 2-11-4 5x6 8.00 6 7 5x6 8x8 Scale = 1:102.6 20 25 19 26 18 27 28 17 16 29 30 15 14 13 6x10 3x6 3x8 MT18HS 5x8 3x8 3x6 6x10 5x6 3x4 8-9-4 8-9-4 17-3-0 8-5-12 23-7-8 6-4-8 32-5-4 8-9-12 36-5-4 4-0-0 39-4-8 2-11-4 Plate Offsets (X,Y)-- [8:0-4-13,Edge], [11:0-4-13,Edge], [12:0-2-8,0-2-4] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.36 18-20 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(TL) -0.67 15-17 >698 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.09 18-20 >999 240 Weight: 228 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-10: 2x6 SPF No.2, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,9-15,10-15,11-14,12-13,12-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 7-8, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17, 10-15 REACT ONS. (lb/size) 1=1805/Mechanical, 13=1815/Mechanical Max Horz 1=262(LC 5) Max Uplift 1=-57(LC 6), 13=-86(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-557/0, 2-3=-2604/199, 3-4=-2450/219, 4-5=-2363/239, 5-6=-1980/270, 6-7=-1899/290, 7-8=-1665/247, 8-9=-2093/255, 9-10=-2603/247, 10-11=-2086/163, 11-12=-1112/102, 12-13=-1761/137 BOT CHORD 1-20=-187/2061, 20-25=-94/1871, 19-25=-94/1871, 19-26=-94/1871, 18-26=-94/1871, 18-27=-33/1713, 27-28=-33/1713, 17-28=-33/1713, 16-17=-106/1933, 16-29=-106/1933, 29-30=-106/1933, 15-30=-106/1933, 14-15=-58/941 WEBS 5-20=-28/411, 5-18=-565/176, 6-18=-232/1894, 7-18=-1127/202, 8-17=-33/761, 9-17=-458/154, 9-15=-34/472, 10-15=-1647/191, 11-15=-90/1895, 11-14=-1142/89, 12-14=-86/1427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 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) 1, 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8 3x6 3x6 5 4x6 9 4 2x4 5x6 10 6x8 3 11 5x6 12 4x6 2 1 12-4-8 5-3-14 11-2-6 3-6-8 11-2-6 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:35 2016 Page 1 3-4-3 0-10-8 Job J16604439 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019968 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-j_zYYNLn3idE7ZrgqxXdeSWtxIQYIaM207b?0vyTW86 5-9-1 5-9-1 11-2-11 5-5-9 16-8-4 5-5-9 22-8-4 6-0-0 28-1-13 5-5-9 33-7-7 5-5-9 35-5-4 1-9-13 39-4-8 3-11-4 5x6 5x12 Scale: 1/8"=1' 19 24 18 17 25 16 15 26 14 13 12 6x10 3x6 3x8 MT18HS 3x8 3x6 3x8 3x6 6x10 3x4 8-5-14 8-5-14 16-8-4 8-2-6 22-8-4 6-0-0 30-10-10 8-2-6 35-5-4 4-6-10 39-4-8 3-11-4 Plate Offsets (X,Y)-- [6:0-3-8,0-1-12], [7:0-7-12,0-1-4], [10:0-4-0,0-1-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.30 17-19 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.56 17-19 >838 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.60 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 17-19 >999 240 Weight: 206 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12,3-19,9-14,9-13,10-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-7 max.): 6-7, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-17, 8-16 REACT ONS. (lb/size) 12=1813/Mechanical, 1=1804/Mechanical Max Horz 1=296(LC 5) Max Uplift 12=-59(LC 7), 1=-57(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-540/0, 2-3=-2603/204, 3-4=-2456/224, 4-5=-2381/243, 5-6=-1994/274, 6-7=-1584/263, 7-8=-1998/273, 8-9=-2500/243, 9-10=-2435/213, 10-11=-1928/155, 11-12=-1742/139 BOT CHORD 1-19=-131/2062, 19-24=-71/1886, 18-24=-71/1886, 17-18=-71/1886, 17-25=0/1590, 16-25=0/1590, 15-16=-22/1882, 15-26=-22/1882, 14-26=-22/1882, 13-14=-82/2055 WEBS 5-19=-23/380, 5-17=-550/174, 6-17=-41/725, 7-16=-57/740, 8-16=-535/172, 8-14=-12/407, 10-13=-1466/148, 11-13=-149/2464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 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) 12, 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8.00 12 6 7 3x6 3x6 5 3x6 8 2x4 3 4 3x6 9 5x8 4x6 10 5x8 11 2 1 12-0-0 3-4-3 12-0-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:36 2016 Page 1 0-10-8 0-10-8 Job J16604439 Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019969 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-BAXwljMQq0m5ljPsOf2sBf21_ikT17CBFnKYZLyTW85 -0-10-8 0-10-8 5-9-1 5-9-1 11-2-11 5-5-9 16-8-4 5-5-9 22-8-4 6-0-0 5x6 5x8 28-1-13 5-5-9 33-7-7 5-5-9 39-4-8 5-9-1 Scale = 1:91.3 19 28 18 17 29 16 15 30 14 6x10 3x6 3x8 3x8 3x6 3x8 3x6 6x10 8-5-14 8-5-14 16-8-4 8-2-6 22-8-4 6-0-0 30-10-10 8-2-6 39-4-8 8-5-14 Plate Offsets (X,Y)-- [7:0-3-0,0-2-3], [8:0-5-12,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.35 14-16 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.65 14-16 >721 240 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(TL) 0.17 13 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 14-16 >999 240 Weight: 198 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19 ,11-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17, 8-17, 9-16 REACT ONS. (lb/size) 2=1864/0-3-8, 13=1818/Mechanical Max Horz 2=268(LC 5) Max Uplift 2=-85(LC 6), 13=-58(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/0, 3-4=-2609/204, 4-5=-2462/223, 5-6=-2387/243, 6-7=-2006/274, 7-8=-1593/263, 8-9=-2019/274, 9-10=-2403/244, 10-11=-2478/224, 11-12=-2625/205, 12-13=-515/0 BOT CHORD 2-19=-125/2062, 19-28=-38/1894, 18-28=-38/1894, 17-18=-38/1894, 17-29=0/1604, 16-29=0/1604, 15-16=-23/1906, 15-30=-23/1906, 14-30=-23/1906, 13-14=-94/2076 WEBS 6-19=-23/374, 6-17=-549/174, 7-17=-41/731, 8-16=-61/766, 9-16=-550/174, 9-14=-24/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8.00 12 7 8 3x6 3x8 6 3x6 9 3x8 10 2x4 5 4 2x4 11 4x6 3 4x6 12 2 1 13 12-0-0 12-0-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:37 2016 Page 1 8.00 12 7 8 3x6 3x8 6 3x6 9 3x8 5 10 2x4 4 2x4 11 4x6 3 2 4x6 12 1 0-10-8 Job J16604439 Truss T13 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019970 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-fM5Iz3N2bJuxNt_3yMa5jsbE7661maTLTR455oyTW84 -0-10-8 5-9-1 11-2-11 16-8-4 22-8-4 28-1-13 33-7-7 39-4-8 40-3-0 0-10-8 5-9-1 5-5-9 5-5-9 6-0-0 5-5-9 5-5-9 5-9-1 0-10-8 5x6 5x8 Scale = 1:91.9 20 29 19 18 30 17 16 13 14 31 15 6x10 3x6 3x8 3x8 3x6 3x8 3x6 6x10 8-5-14 8-5-14 16-8-4 8-2-6 22-8-4 6-0-0 30-10-10 8-2-6 39-4-8 8-5-14 Plate Offsets (X,Y)-- [7:0-3-0,0-2-3], [8:0-5-12,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.35 15-17 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.66 15-17 >719 240 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.18 13 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 15-17 >999 240 Weight: 200 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20 ,11-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-1 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18, 8-18, 9-17 REACT ONS. (lb/size) 2=1863/0-3-8, 13=1871/0-3-8 Max Horz 2=-261(LC 4) Max Uplift 2=-85(LC 6), 13=-85(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/0, 3-4=-2608/204, 4-5=-2461/223, 5-6=-2386/243, 6-7=-2005/274, 7-8=-1592/263, 8-9=-2018/274, 9-10=-2398/243, 10-11=-2473/223, 11-12=-2620/204, 12-13=-499/0 BOT CHORD 2-20=-115/2061, 20-29=-28/1893, 19-29=-28/1893, 18-19=-28/1893, 18-30=0/1603, 17-30=0/1603, 16-17=0/1904, 16-31=0/1904, 15-31=0/1904, 13-15=-67/2071 WEBS 6-20=-23/374, 6-18=-549/174, 7-18=-41/730, 8-17=-60/765, 9-17=-549/174, 9-15=-23/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12-0-0 0-10-8 12-0-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:37 2016 Page 1 3x6 3x6 3x6 5 3x6 8 4 9 4x6 3 4x6 10 2 1 Job J16604439 Truss T14 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019971 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-fM5Iz3N2bJuxNt_3yMa5jsbDd687masLTR455oyTW84 -0-10-8 0-10-8 7-9-10 7-9-10 8.00 15-3-12 7-6-2 6x8 24-0-12 8-9-0 5x8 31-6-14 7-6-2 39-4-8 7-9-10 Scale = 1:87.3 6 7 11 26 17 27 16 15 28 14 13 29 12 30 8x10 2x4 3x6 3x6 3x8 3x6 2x4 8x10 7-9-10 7-9-10 15-3-12 7-6-2 24-0-12 8-9-0 31-6-14 7-6-2 39-4-8 7-9-10 Plate Offsets (X,Y)-- [6:0-4-13,Edge], [7:0-4-13,Edge] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.33 14-15 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.59 14-15 >802 240 BCLL 0.0 * Rep Stress Incr NO WB 0.22 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.05 15 >999 240 Weight: 178 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-11-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACT ONS. (lb/size) 2=1969/0-3-8, 11=1896/Mechanical Max Horz 2=244(LC 5) Max Uplift 2=-80(LC 6), 11=-53(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/0, 3-4=-2734/209, 4-5=-2232/213, 5-6=-2115/256, 6-7=-1732/262, 7-8=-2080/257, 8-9=-2197/213, 9-10=-2707/209, 10-11=-605/0 BOT CHORD 2-26=-84/2176, 17-26=-84/2176, 17-27=-84/2176, 16-27=-84/2176, 15-16=-84/2176, 15-28=-33/1762, 14-28=-33/1762, 13-14=-77/2155, 13-29=-77/2155, 12-29=-77/2155, 12-30=-77/2155, 11-30=-77/2155 WEBS 4-17=0/259, 4-15=-530/174, 6-15=-3/697, 7-14=0/635, 9-14=-542/175, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12 11-1-0 10-10-14 0-10-8 0-10-8 10-10-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:38 2016 Page 1 3x6 3x6 4 5 3x6 9 4x6 3 4x6 10 2 1 Job J16604439 Truss T15 Truss Type Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019972 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-8ZfgAPOgLd0o_1ZFW45KG48KEWUYV?dUi5pfdEyTW83 -0-10-8 6-0-0 12-3-12 19-8-4 27-0-12 33-4-8 39-4-8 0-10-8 6-0-0 6-3-12 7-4-8 7-4-8 6-3-12 6-0-0 Scale = 1:81.6 6x6 2x4 8.00 12 6x6 6 7 8 11 18 17 16 27 15 28 14 13 12 8x10 2x4 3x6 3x6 3x8 3x6 3x6 2x4 8x10 6-0-0 6-0-0 12-3-12 6-3-12 19-8-4 7-4-8 27-0-12 7-4-8 33-4-8 6-3-12 39-4-8 6-0-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.21 13-15 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.44 13-15 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-S) Wind(LL) 0.07 15 >999 240 Weight: 183 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,4-17,9-13,9-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15 REACT ONS. (lb/size) 11=1740/Mechanical, 2=1794/0-3-8 Max Horz 2=198(LC 5) Max Uplift 11=-39(LC 7), 2=-67(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514/0, 3-4=-2465/211, 4-5=-2262/212, 5-6=-2240/253, 6-7=-2130/280, 7-8=-2130/280, 8-9=-2263/253, 9-10=-2470/212, 10-11=-556/0 BOT CHORD 2-18=-150/1964, 17-18=-150/1964, 16-17=-116/1811, 16-27=-116/1811, 15-27=-116/1811, 15-28=-16/1813, 14-28=-16/1813, 13-14=-16/1813, 12-13=-100/1970, 11-12=-100/1970 WEBS 6-17=0/417, 6-15=-167/600, 7-15=-512/209, 8-15=-167/598, 8-13=0/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9-1-0 8-10-14 0-10-8 0-10-8 8-10-14 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:38 2016 Page 1 Job J16604439 Truss T16 Truss Type Half Hip Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019973 Job Reference (optional) -0-10-8 0-10-8 4-6-8 4-6-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-8ZfgAPOgLd0o_1ZFW45KG48TCWaLV3?Ui5pfdEyTW83 5-10-8 1-4-0 5x6 2x4 3 4 6 5 Scale = 1:43.8 2x4 4x8 5-10-8 5-10-8 Plate Offsets (X,Y)-- [3:0-4-3,Edge], [5:Edge,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.06 5-6 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.15 5-6 >460 240 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 6 **** 240 Weight: 33 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 6=290/0-3-8, 5=218/0-1-8 Max Horz 6=193(LC 6) Max Uplift 5=-87(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 5 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 12.00 12 3x6 2 1 5-9-0 5-7-3 1-2-8 5-3-11 0-3-8 5-7-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:39 2016 Page 1 12.00 12 3x6 2 1 Job J16604439 Truss T17 Truss Type Half Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019974 Job Reference (optional) -0-10-8 0-10-8 4-11-8 4-11-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-clD3OkOI6x8fcA8R3ncZoHgcfwwaEWwdxlZCAgyTW82 5-10-8 0-11-0 5x6 2x4 3 4 6 5 Scale = 1:46.8 2x4 4x8 5-10-8 5-10-8 Plate Offsets (X,Y)-- [3:0-4-3,Edge], [5:Edge,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.06 5-6 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.15 5-6 >460 240 BCLL 0.0 * Rep Stress Incr NO WB 0.12 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 6 **** 240 Weight: 34 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 6=290/0-3-8, 5=218/0-1-8 Max Horz 6=184(LC 5) Max Uplift 6=-6(LC 6), 5=-80(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 5 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 6-2-0 6-0-3 1-2-8 5-8-11 0-3-8 6-0-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:39 2016 Page 1 12.00 12 3x6 2 1 Job J16604439 Truss T18 Truss Type Half Hip Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019975 Job Reference (optional) -0-10-8 0-10-8 3-7-8 3-7-8 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-clD3OkOI6x8fcA8R3ncZoHgg8w_mEWKdxlZCAgyTW82 5-10-8 2-3-0 5x6 2x4 Scale = 1:36.9 3 4 7 6 5 2x4 3x4 3x4 3-7-8 3-7-8 5-10-8 2-3-0 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 6-7 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.01 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 7 >999 240 Weight: 33 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 7=290/0-3-8, 5=218/0-1-8 Max Horz 7=165(LC 6) Max Uplift 5=-56(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-262/28 BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 5 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 4-10-0 4-8-3 1-2-8 4-4-11 0-3-8 4-8-3 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:39 2016 Page 1 Job J16604439 Truss T19 Truss Type Common Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019976 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-clD3OkOI6x8fcA8R3ncZoHgVYwpIEK5dxlZCAgyTW82 Scale = 1:100.0 3x6 11 12 13 10 9 7 14 15 8 5x6 11-0-0 11-0-0 3x16 MT18HS 3x8 22-0-0 11-0-0 5x6 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-3-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.31 9-11 >833 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.71 9-11 >365 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.02 9 >999 240 Weight: 109 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9 REACT ONS. (lb/size) 11=1082/0-3-8, 8=1082/0-3-8 Max Horz 11=-287(LC 4) Max Uplift 11=-51(LC 6), 8=-51(LC 7) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/175, 3-4=-860/187, 4-5=-861/187, 5-6=-531/177, 2-11=-518/182, 6-8=-514/183 BOT CHORD 11-12=-96/652, 12-13=-96/652, 10-13=-96/652, 9-10=-96/652, 9-14=0/652, 14-15=0/652, 8-15=0/652 WEBS 4-9=-150/733, 3-11=-539/29, 5-8=-545/26 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 4 5x8 3 5x8 5 3x6 2 1 6 12-1-8 1-1-8 1-1-8 -0-10-8 5-6-0 11-0-0 16-6-0 22-0-0 22-10-8 0-10-8 5-6-0 5-6-0 4x6 5-6-0 5-6-0 0-10-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:40 2016 Page 1 Job J16604439 Truss T20 Truss Type Common Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019977 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4xnRb4PwtEGWEKjedU7oLVDgHJ9Xzl1nAPImi7yTW81 Scale = 1:100.0 3x6 10 11 12 9 8 13 14 7 5x6 11-0-0 11-0-0 3x16 MT18HS 3x8 22-0-0 11-0-0 4x8 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.31 8-10 >831 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.71 8-10 >365 240 MT18HS 197/144 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.02 8-10 >999 240 Weight: 108 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 3-8 REACT ONS. (lb/size) 10=1084/0-3-8, 7=1019/0-3-8 Max Horz 10=299(LC 5) Max Uplift 10=-51(LC 6), 7=-28(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/176, 3-4=-862/187, 4-5=-866/186, 5-6=-483/118, 2-10=-518/182, 6-7=-411/104 BOT CHORD 10-11=-108/653, 11-12=-108/653, 9-12=-108/653, 8-9=-108/653, 8-13=0/659, 13-14=0/659, 7-14=0/659 WEBS 4-8=-149/736, 3-10=-541/28, 5-7=-597/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 4 5x8 3 4x6 5 3x6 2 6 1 12-1-8 1-1-8 1-1-8 -0-10-8 5-6-0 11-0-0 16-6-0 22-0-0 0-10-8 5-6-0 5-6-0 4x6 5-6-0 5-6-0 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:40 2016 Page 1 Job J16604439 Truss T21 Truss Type Common Qty 4 Ply 1 Sigma Builders 12 Cherry Tree I28019978 Job Reference (optional) ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-4xnRb4PwtEGWEKjedU7oLVDg7JAlzn?nAPImi7yTW81 Scale = 1:100.0 3x6 10 5x8 11 12 11-0-0 11-0-0 9 8 3x8 3x8 13 14 21-8-8 10-8-8 7 4x8 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.32 8-10 >803 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.73 8-10 >352 240 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.02 8-10 >999 240 Weight: 107 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRAC N - 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 3-8, 5-8, 5-7 REACT ONS. (lb/size) 7=1006/Mechanical, 10=1069/0-3-8 Max Horz 10=303(LC 5) Max Uplift 7=-29(LC 6), 10=-51(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-538/175, 3-4=-843/186, 4-5=-845/185, 5-6=-353/116, 6-7=-314/99, 2-10=-519/182 BOT CHORD 10-11=-113/641, 11-12=-113/641, 9-12=-113/641, 8-9=-113/641, 8-13=0/622, 13-14=0/622, 7-14=0/622 WEBS 4-8=-147/706, 5-7=-698/34, 3-10=-519/32 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, 10. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 4 5x8 4x6 3 5 3x4 6 2 1 12-1-8 1-1-8 1-5-0 -0-10-8 5-6-0 11-0-0 16-6-0 21-8-8 0-10-8 5-6-0 5-6-0 4x6 5-6-0 5-2-8 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:41 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Y8KppQQYeYONrUIqBCe1uimsxjb7iDLwO32JEZyTW80 October 14,2016 Continued on page 2 Job J16604439 Truss TG01 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019979 Job Reference (optional) Scale = 1:60.1 3x12 3 2 1 6 3x12 7 8 8x10 11 12 10 9 10x10 13 14 15 8x10 10x10 6-7-5 7-5-11 14-1-0 6-7-5 0-10-5 6-7-5 Plate Offsets (X,Y)-- [1:0-3-12,0-1-0], [4:0-5-9,0-2-0], [5:0-2-12,0-1-8], [8:0-3-9,0-1-8], [9:0-3-8,0-5-0], [10:0-5-0,0-6-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.06 8-9 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.14 8-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.03 8-9 >999 240 Weight: 221 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-0-13, Right 2x4 SPF-S Stud 2-0-13 BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 1=5655/0-3-8, 8=6056/0-3-8 Max Horz 1=-168(LC 3) Max Uplift 1=-229(LC 6), 8=-230(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5366/233, 2-3=-5316/259, 3-4=-5247/289, 4-5=-3659/234, 5-6=-5031/278, 6-7=-5110/248, 7-8=-5152/222 BOT CHORD 1-11=-198/3477, 11-12=-198/3477, 10-12=-198/3477, 9-10=-133/3529, 9-13=-117/3375, 13-14=-117/3375, 14-15=-117/3375, 8-15=-117/3375 WEBS 3-10=-62/447, 4-10=-184/3501, 5-10=-88/986, 5-9=-99/2349, 6-9=-60/372 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: 2x10 - 2 rows staggered at 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=229, 8=230. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1722 lb down and 87 lb up at 2-2-12, 1757 lb down and 69 lb up at 4-2-12, 1752 lb down and 69 lb up at 6-2-12, 1784 lb down and 69 lb up at 8-2-12, and 1785 lb down and 69 lb up at 10-2-12, and 1784 lb down and 69 lb up at 12-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 1-8=-20 7-9-13 7-8-0 1-2-8 1-2-8 7-8-0 3-0-0 6-7-5 7-5-11 11-1-0 14-1-0 3-0-0 3-7-5 0-10-5 3-7-5 3-0-0 4x8 5x6 4 5 12.00 12 2x4 2x4 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:41 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Y8KppQQYeYONrUIqBCe1uimsxjb7iDLwO32JEZyTW80 Job J16604439 Truss TG01 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019979 Job Reference (optional) LOAG CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1752(F) 11=-1722(F) 12=-1757(F) 13=-1784(F) 14=-1785(F) 15=-1784(F) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:41 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Y8KppQQYeYONrUIqBCe1uimx8jeziOgwO32JEZyTW80 October 14,2016 Continued on page 2 1-2-8 Job J16604439 Truss TG02 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019980 Job Reference (optional) -0-10-8 0-10-8 2-8-5 2-8-5 5x6 3 11-4-11 8-8-5 11 12 13 14 8x8 4 14-1-0 2-8-5 14-11-8 0-10-8 Scale: 3/8"=1' 12.00 12 3x6 3x6 5 2 6 1 9 10 3x4 15 16 17 18 8 3x8 7 2x4 2x4 2-8-5 2-8-5 11-4-11 8-8-5 14-1-0 2-8-5 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:0-6-3,Edge] LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRAC N - 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACT ONS. (lb/size) 10=917/0-3-8, 7=955/0-3-8 Max Horz 10=-93(LC 3) Max Uplift 10=-213(LC 5), 7=-230(LC 6) Max Grav 10=919(LC 9), 7=955(LC 1) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/181, 3-11=-710/198, 11-12=-710/198, 12-13=-710/198, 13-14=-710/198, 4-14=-710/198, 4-5=-955/190, 2-10=-970/181, 5-7=-1003/193 BOT CHORD 9-15=-196/681, 15-16=-196/681, 16-17=-196/681, 17-18=-196/681, 8-18=-196/681 WEBS 3-9=0/295, 4-8=-6/308, 2-9=-213/815, 5-8=-226/848 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=213, 7=230. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 125 lb up at 2-8-5, 58 lb down and 64 lb up at 4-9-8, 58 lb down and 64 lb up at 6-9-8, 58 lb down and 64 lb up at 8-9-8, and 64 lb down and 64 lb up at 10-9-8, and 142 lb down and 125 lb up at 11-4-11 on top chord, and 82 lb down and 4 lb up at 2-8-5, 43 lb down at 4-9-8, 43 lb down at 6-9-8, 43 lb down at 8-9-8, and 43 lb down at 10-9-8, and 82 lb down and 4 lb up at 11-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 3-10-13 3-9-0 1-2-8 3-9-0 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.03 8-9 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.08 8-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.01 8-9 >999 240 Weight: 139 lb FT = 20% PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:41 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-Y8KppQQYeYONrUIqBCe1uimx8jeziOgwO32JEZyTW80 Job J16604439 Truss TG02 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019980 Job Reference (optional) LOAG 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, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-100(B) 4=-100(B) 9=-51(B) 8=-51(B) 11=-56(B) 12=-56(B) 13=-56(B) 14=-56(B) 15=-30(B) 16=-30(B) 17=-30(B) 18=-30(B) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:42 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-0KuB0mRAPsWETet0lv9GQwI617rpRlS4djnsm?yTW8? October 14,2016 Continued on page 2 0-10-8 Job J16604439 Truss TG03 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019981 Job Reference (optional) -0-10-8 0-10-8 4-9-10 4-9-10 9-3-12 4-6-2 17-3-0 7-11-4 25-2-4 7-11-4 29-8-6 4-6-2 34-6-0 4-9-10 35-4-8 0-10-8 4x10 3x8 4x10 Scale = 1:62.1 5 6 7 3x8 8.00 12 3 2x4 4 2x4 8 9 3x8 2 10 11 6x10 17 18 16 3x8 19 15 4x6 20 21 22 14 2x4 23 24 25 13 26 4x6 12 3x8 27 28 6x10 9-3-12 9-3-12 17-3-0 7-11-4 25-2-4 7-11-4 34-6-0 9-3-12 Plate Offsets (X,Y)-- [2:0-5-9,0-1-8], [5:0-5-0,0-0-14], [7:0-5-0,0-0-14], [10:0-5-9,0-1-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.13 14-16 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.29 14-16 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.58 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.17 14-16 >999 240 Weight: 331 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,6-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-10-2, Right 2x4 SPF-S Stud 2-10-2 BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 2=2985/0-3-8, 10=2994/0-3-8 Max Horz 2=-154(LC 3) Max Uplift 2=-954(LC 5), 10=-961(LC 6) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4339/1485, 3-4=-4255/1501, 4-5=-4190/1551, 5-6=-3448/1313, 6-7=-3460/1323, 7-8=-4206/1563, 8-9=-4270/1513, 9-10=-4354/1496 BOT CHORD 2-17=-1295/3405, 17-18=-1295/3405, 16-18=-1295/3405, 16-19=-1764/4527, 15-19=-1764/4527, 15-20=-1764/4527, 20-21=-1764/4527, 21-22=-1764/4527, 14-22=-1764/4527, 14-23=-1764/4527, 23-24=-1764/4527, 24-25=-1764/4527, 13-25=-1764/4527, 13-26=-1764/4527, 12-26=-1764/4527, 12-27=-1150/3417, 27-28=-1150/3417, 10-28=-1150/3417 WEBS 4-16=-214/257, 5-16=-735/1897, 6-16=-1470/699, 6-14=-539/1140, 6-12=-1454/686, 7-12=-742/1905, 8-12=-215/259 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=954, 10=961. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 7-1-0 6-10-14 0-10-8 6-10-14 1 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:42 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-0KuB0mRAPsWETet0lv9GQwI617rpRlS4djnsm?yTW8? Job J16604439 Truss TG03 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019981 Job Reference (optional) NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 338 lb down and 126 lb up at 5-4-8, 198 lb down and 99 lb up at 7-4-8, 198 lb down and 151 lb up at 9-4-8, 198 lb down and 151 lb up at 11-4-8, 198 lb down and 151 lb up at 13-4-8, 198 lb down and 151 lb up at 15-4-8, 198 lb down and 151 lb up at 17-4-8, 198 lb down and 151 lb up at 19-4-8, 198 lb down and 151 lb up at 21-4-8, 198 lb down and 151 lb up at 23-4-8, 198 lb down and 151 lb up at 25-1-8, and 198 lb down and 99 lb up at 27-1-8, and 338 lb down and 126 lb up at 29-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-21=-20, 21-24=-60, 10-24=-20 Concentrated Loads (lb) Vert: 16=-198 14=-198 12=-198 17=-338(F) 18=-198 19=-198 20=-198 22=-198 23=-198 25=-198 26=-198 27=-198 28=-338(F) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:43 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-UWSZE6RpA9e55oSCIdgVz7rBxX9VA97DsNXQJRyTW8_ October 14,2016 Continued on page 2 12 0-10-8 Job J16604439 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019982 Job Reference (optional) 5-11-5 11-7-3 17-3-0 24-0-0 30-9-0 39-4-8 5-11-5 5-7-13 5-7-13 5x6 6-9-0 6-9-0 8-7-8 Scale = 1:100.8 8.00 6 6x10 16 20 15 21 14 22 13 12 11 23 24 25 10 4x6 4x8 5x8 4x6 5x8 8x10 3x6 8-9-4 8-9-4 17-3-0 8-5-12 24-0-0 6-9-0 30-9-0 6-9-0 39-4-8 8-7-8 Plate Offsets (X,Y)-- [1:0-0-0,0-3-9], [7:0-2-12,Edge], [11:0-3-8,0-4-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.26 11-13 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.59 11-13 >804 240 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.16 11-13 >999 240 Weight: 213 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E, 7-8: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,7-13,8-13,8-11: 2x4 SPF-S Stud, 9-11: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 3-6-7 BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14, 8-13 REACT ONS. (lb/size) 10=1700/Mechanical, 1=1742/Mechanical Max Horz 1=312(LC 4) Max Uplift 10=-267(LC 6), 1=-74(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2618/122, 2-3=-2510/146, 3-4=-2390/150, 4-5=-2304/184, 5-6=-1876/226, 6-7=-1909/214, 7-8=-2865/210, 8-17=-4013/340, 17-18=-4013/340, 18-19=-4013/340, 9-19=-4013/340, 9-10=-1592/252 BOT CHORD 1-16=-161/2021, 16-20=-66/1802, 15-20=-66/1802, 15-21=-66/1802, 14-21=-66/1802, 14-22=-46/2308, 13-22=-46/2308, 12-13=-304/4075, 11-12=-304/4075 WEBS 5-16=-26/445, 5-14=-597/179, 6-14=-135/1642, 7-14=-1214/232, 7-13=-31/992, 8-13=-1939/281, 8-11=-1217/170, 9-11=-290/4119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=267. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 44 lb down and 58 lb up at 34-6-12, and 45 lb down and 52 lb up at 36-6-12, and 39 lb down and 54 lb up at 38-6-12 on top chord, and 4 lb down and 24 lb up at 34-6-12, and 3 lb down and 29 lb up at 36-6-12, and 4 lb down and 28 lb up at 38-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 3x6 3x6 5 5x8 7 4 2x4 3x6 3 5x6 8 3x6 2 5x12 9 19 1 17 18 12-4-8 3-2-6 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:43 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-UWSZE6RpA9e55oSCIdgVz7rBxX9VA97DsNXQJRyTW8_ Job J16604439 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019982 Job Reference (optional) LOAG CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-9=-60, 1-20=-20, 20-21=-60, 21-22=-20, 13-22=-60, 10-13=-20 Concentrated Loads (lb) Vert: 23=-3(F) 24=0(F) 25=-1(F) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:44 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yi0yRSSRxTmyiy1PsKCkVLOLFxUevbiM41GzquyTW7z October 14,2016 Continued on page 2 8.00 12 2x4 4 5x6 10 3x4 3 1 2 Job J16604439 Truss TG05 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019983 Job Reference (optional) -0-10-8 4-9-10 9-3-12 17-6-3 25-10-5 34-0-12 39-4-8 0-10-8 4-9-10 4-6-2 8-2-7 8-4-3 8-2-7 5-3-12 Scale = 1:72.1 6x6 2x4 3x6 3x6 6x6 5 6 7 8 9 22 23 17 16 24 25 26 15 27 28 29 30 14 13 31 32 33 34 35 12 36 37 11 8x10 4x6 4x8 4x8 4x8 4x8 4x8 3x4 9-3-12 17-6-3 25-10-5 34-0-12 39-4-8 9-3-12 8-2-7 8-4-3 8-2-7 5-3-12 Plate Offsets (X,Y)-- [12:0-3-8,0-2-0], [13:0-3-8,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.20 15-17 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(TL) -0.44 13-15 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix-M) Wind(LL) 0.26 15-17 >999 240 Weight: 391 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,8-15,9-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRAC N - TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 2=3455/0-3-8, 11=3666/Mechanical Max Horz 2=192(LC 4) Max Uplift 2=-1178(LC 4), 11=-1356(LC 3) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2791/910, 3-4=-5047/1913, 4-5=-4954/1963, 5-6=-5699/2423, 6-7=-5697/2422, 7-8=-5697/2422, 8-9=-5263/2214, 9-10=-3245/1307, 10-11=-3557/1374 BOT CHORD 2-22=-1686/4092, 22-23=-1686/4092, 17-23=-1686/4092, 16-17=-1729/4111, 16-24=-1729/4111, 24-25=-1729/4111, 25-26=-1729/4111, 15-26=-1729/4111, 15-27=-2263/5261, 27-28=-2263/5261, 28-29=-2263/5261, 29-30=-2263/5261, 14-30=-2263/5261, 13-14=-2263/5261, 13-31=-1094/2674, 31-32=-1094/2674, 32-33=-1094/2674, 33-34=-1094/2674, 34-35=-1094/2674, 12-35=-1094/2674 WEBS 5-17=-402/1025, 5-15=-1064/2104, 6-15=-562/229, 8-15=-276/575, 8-13=-922/404, 9-13=-1500/3345, 9-12=-705/309, 10-12=-1270/3124 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1178, 11=1356. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7-1-0 6-10-14 0-10-8 3-6-8 6-10-14 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:44 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yi0yRSSRxTmyiy1PsKCkVLOLFxUevbiM41GzquyTW7z Job J16604439 Truss TG05 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019983 Job Reference (optional) NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 338 lb down and 126 lb up at 5-4-8, 198 lb down and 99 lb up at 7-4-8, 198 lb down and 151 lb up at 9-4-8, 198 lb down and 151 lb up at 11-4-8, 198 lb down and 151 lb up at 13-4-8, 198 lb down and 151 lb up at 15-4-8, 198 lb down and 151 lb up at 17-4-8, 198 lb down and 151 lb up at 19-4-8, 203 lb down and 148 lb up at 21-4-8, 203 lb down and 148 lb up at 23-4-8, 203 lb down and 148 lb up at 25-4-8, 203 lb down and 148 lb up at 27-4-8, 198 lb down and 151 lb up at 29-4-8, 198 lb down and 151 lb up at 31-4-8, 198 lb down and 151 lb up at 33-4-8, and 198 lb down and 92 lb up at 35-4-8, and 198 lb down and 68 lb up at 37-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 9-10=-60, 17-18=-20, 17-24=-60, 24-29=-20, 13-29=-60, 13-33=-20, 12-33=-60, 11-12=-20 Concentrated Loads (lb) Vert: 16=-198 17=-198 15=-198 14=-203 22=-338(B) 23=-198 25=-198 26=-198 27=-198 28=-203 30=-203 31=-203 32=-198 34=-198 35=-198 36=-198 37=-198 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:44 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-yi0yRSSRxTmyiy1PsKCkVLOQCxdrvfmM41GzquyTW7z October 14,2016 Continued on page 2 Job J16604439 Truss TG06 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019984 Job Reference (optional) -0-10-8 0-10-8 2-2-0 2-2-0 7-3-8 5-1-8 12-5-0 5-1-8 14-7-0 2-2-0 12x12 Scale = 1:28.6 8x10 3x12 10x10 3x12 8x10 2-2-0 2-2-0 7-3-8 5-1-8 12-5-0 5-1-8 14-7-0 2-2-0 Plate Offsets (X,Y)-- [2:Edge,0-0-12], [3:0-9-14,Edge], [5:0-9-14,Edge], [6:0-0-0,0-0-12] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.10 8 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.21 8 >802 240 BCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.06 8 >999 240 Weight: 213 lb FT = 20% LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except 2-0-0 oc purlins (3-7-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x8 SP No.2, Right: 2x8 SP No.2 REACT ONS. (lb/size) 6=7836/0-3-8, 2=6135/0-3-8 Max Horz 2=68(LC 4) Max Uplift 6=-532(LC 3), 2=-654(LC 5) Max Grav 6=7837(LC 10), 2=6135(LC 9) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8288/815, 3-10=-9148/758, 10-11=-9148/758, 4-11=-9148/758, 4-12=-9148/758, 12-13=-9148/758, 5-13=-9148/758, 5-6=-8511/666 BOT CHORD 2-9=-531/5078, 9-14=-512/4861, 14-15=-512/4861, 8-15=-512/4861, 8-16=-405/4949, 16-17=-405/4949, 17-18=-405/4949, 7-18=-405/4949, 6-7=-415/5179 WEBS 3-9=-342/3976, 3-8=-307/4836, 4-8=-366/223, 5-8=-406/4734, 5-7=-182/4222 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 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 8-3 2x4 - 1 row at 0-9-0 oc, member 4-8 2x4 - 1 row at 0-9-0 oc, member 8-5 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=532, 2=654. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 2x4 3 12x12 10 11 4 12 13 5 12.00 12 6 2 1 9 14 15 8 16 17 18 7 3-4-8 3-2-6 1-2-8 1-2-8 3-2-6 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:45 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-QvaKeoT3inupK5bbQ2jz2YwbyKz4e60WJh0XMKyTW7y Job J16604439 Truss TG06 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019984 Job Reference (optional) NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 101 lb up at 2-2-0, 52 lb down and 53 lb up at 4-3-8, 52 lb down and 53 lb up at 6-3-8, 52 lb down and 53 lb up at 8-3-8, and 52 lb down and 53 lb up at 10-3-8, and 87 lb down and 101 lb up at 12-5-0 on top chord, and 47 lb down and 12 lb up at 2-2-0, 1680 lb down and 293 lb up at 2-2-12, 1727 lb down and 98 lb up at 4-2-12, 27 lb down at 4-3-8, 1811 lb down and 98 lb up at 6-2-12, 27 lb down at 6-3-8, 1803 lb down and 98 lb up at 8-2-12, 27 lb down at 8-3-8, 1795 lb down and 98 lb up at 10-2-12, 27 lb down at 10-3-8, 1793 lb down and 71 lb up at 12-2-12, and 47 lb down and 12 lb up at 12-3-8, and 1804 lb down and 66 lb up at 14-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 3=-41(F) 5=-41(F) 6=-1804(B) 9=-1710(F=-29, B=-1680) 10=-33(F) 11=-33(F) 12=-33(F) 13=-33(F) 14=-1747(F=-20, B=-1727) 15=-1831(F=-20, B=-1811) 16=-1823(F=-20, B=-1803) 17=-1815(F=-20, B=-1795) 18=-1823(F=-29, B=-1793) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:45 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-QvaKeoT3inupK5bbQ2jz2YwhRK2seD0WJh0XMKyTW7y October 14,2016 Job J16604439 Truss TG07 Truss Type Half Hip Girder Qty 3 Ply 1 Sigma Builders 12 Cherry Tree I28019985 Job Reference (optional) -0-10-8 0-10-8 3-2-8 3-2-8 4x8 3 5-10-8 2-8-0 8 2x4 4 Scale = 1:35.3 12.00 12 3x6 2 1 6 9 5 7 2x4 4x6 4x6 3-2-8 3-2-8 5-10-8 2-8-0 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 6 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.01 6 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 6 >999 240 Weight: 35 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 5=358/Mechanical, 7=376/0-3-8 Max Horz 7=134(LC 4) Max Uplift 5=-113(LC 4), 7=-66(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/76, 2-7=-344/80 WEBS 3-5=-267/99 BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 7 except (jt=lb) 5=113. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 91 lb up at 3-2-8, and 78 lb down and 75 lb up at 3-11-4 on top chord, and 58 lb down at 3-2-8, and 57 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAG 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-35(F) 3=-73(F) 8=-78(F) 9=-40(F) 4-5-0 1-2-8 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:46 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-v58is8UhT40gyFAn_lECbmTtOkNHNhyfYLl4umyTW7x Job J16604439 Truss TG08 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019986 Job Reference (optional) 2-7-8 2-7-8 6-4-0 3-8-8 8-11-8 2-7-8 8.00 12 3 4x8 4x6 9 4 Scale = 1:21.7 3x4 2 5 3x4 6 1 10 8 11 12 13 7 14 3x6 2x4 3x4 3x6 2-7-8 2-7-8 6-4-0 3-8-8 8-11-8 2-7-8 Plate Offsets (X,Y)-- [1:0-2-8,0-1-0], [3:0-5-12,0-2-0], [4:0-3-12,0-2-0], [6:0-3-9,0-0-12] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 7-8 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 7-8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.00 7-8 >999 240 Weight: 77 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-6, Right 2x4 SPF-S Stud 1-7-6 BRAC N - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 1=773/0-3-8, 6=731/0-3-8 Max Horz 1=-52(LC 3) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-932/0, 2-3=-883/9, 3-9=-708/28, 4-9=-708/28, 4-5=-878/14, 5-6=-928/4 BOT CHORD 1-10=-19/689, 8-10=-19/689, 8-11=-15/713, 11-12=-15/713, 12-13=-15/713, 7-13=-15/713, 7-14=0/685, 6-14=0/685 WEBS 3-8=0/368, 4-7=0/373 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 95 lb down and 31 lb up at 2-7-8, and 46 lb down and 29 lb up at 4-8-4, and 95 lb down and 31 lb up at 6-4-0 on top chord, and 203 lb down at 1-3-0, 5 lb down and 42 lb up at 2-7-8, 203 lb down at 3-3-0, 3 lb down and 33 lb up at 4-8-4, 203 lb down at 5-3-0, and 5 lb down and 42 lb up at 6-3-3, and 203 lb down at 7-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 8=12(B) 7=12(B) 10=-203(F) 11=-203(F) 12=3(B) 13=-203(F) 14=-203(F) 2-7-8 0-10-8 0-10-8 2-7-8 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:47 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-NHi43TVJEO8XZPl_XTlR7z0zw8hZ62Rpn?VdRDyTW7w 35 12.00 12 Sheet Front Full Sheathing 1 Ply 7/16OSB8 5x6 3x6 3 4 6 5 7 30 5x6 31 32 8 9 3x6 33 34 3x4 2 1 10 22 1-1-8 1-1-8 Job J16604439 Truss TG09 Truss Type GABLE Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019987 Job Reference (optional) -0-10-8 0-10-8 5-0-0 5-0-0 9-6-0 4-6-0 11-0-0 12-6-0 1-6-0 1-6-0 17-0-0 4-6-0 22-0-0 5-0-0 22-10-8 0-10-8 4x6 Scale = 1:101.4 3x4 23 29 28 27 26 25 24 64 65 21 20 19 17 16 14 15 11 13 12 3x4 4x6 3x6 3x6 66 18 3x4 5-0-0 5-0-0 6-0-0 1-0-0 9-6-0 3-6-0 11-0-0 12-6-0 1-6-0 1-6-0 16-0-0 3-6-0 17-0-0 1-0-0 22-0-0 5-0-0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [36:0-2-0,0-1-12], [39:0-2-0,0-1-12], [50:0-2-0,0-0-4], [53:0-2-0,0-0-4] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.01 20 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 20 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.02 19-20 >999 240 Weight: 503 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-19,5-21: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRAC N - 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, Except: 10-0-0 oc bracing: 20-21,19-20. JOINTS 1 Brace at Jt(s): 30, 31, 32, 33, 34 REACT ONS. All bearings 6-3-8 except (jt=length) 23=0-3-8, 18=0-3-8. (lb) - Max Horz 29=-284(LC 3) Max Uplift All uplift 100 lb or less at joint(s) 29, 12, 27 except 25=-145(LC 5), 16=-139(LC 6), 24=-405(LC 9), 28=-118(LC 5), 17=-406(LC 10), 13=-114(LC 6), 23=-327(LC 5), 18=-331(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29, 12, 26, 27, 28, 15, 14, 13 except 25=591(LC 1), 16=591(LC 1), 24=320(LC 5), 17=323(LC 6), 23=475(LC 9), 18=476(LC 10) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-275/99, 4-5=-255/128, 7-8=-255/124, 8-9=-275/94 BOT CHORD 21-64=-60/255, 20-64=-60/255, 20-65=-60/255, 19-65=-60/255 WEBS 3-25=-516/103, 9-16=-516/96 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) All plates are 2x4 MT20 unless otherwise indicated. 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) 29, 12, 27 except (jt=lb) 25=145, 16=139, 24=405, 28=118, 17=406, 13=114, 23=327, 18=331. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 13 lb up at 6-0-12, 14 lb down and 13 lb up at 8-0-12, 14 lb down and 13 lb up at 10-0-12, 14 lb down and 13 lb up at 12-0-12, and 14 lb down and 13 lb up at 14-0-12, and 14 lb down and 13 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAG CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-11=-60, 12-29=-20 Continued on page 2 October 14,2016 12-1-8 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:47 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-NHi43TVJEO8XZPl_XTlR7z0zw8hZ62Rpn?VdRDyTW7w Job J16604439 Truss TG09 Truss Type GABLE Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019987 Job Reference (optional) LOAG CASE(S) Standard Concentrated Loads (lb) Vert: 22=-9 23=-9 18=-9 64=-9 65=-9 66=-9 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:48 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-rUFSHpVx?iGOBZKA5AGggBY5kYzFrQty?fEBzfyTW7v 3 12 4 5 13 14 6 12.00 12 7 2 1 11 15 8x8 3x6 10 6x16 9 16 17 10x10 18 19 20 8 3x12 21 8x8 Job J16604439 Truss TG10 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019988 Job Reference (optional) -0-10-8 0-10-8 2-2-0 2-2-0 6-0-0 3-10-0 7-3-8 1-3-8 12-5-0 5-1-8 14-7-0 2-2-0 6x10 8x10 Scale = 1:28.0 2x4 3x4 2-2-0 2-2-0 6-0-0 3-10-0 7-3-8 1-3-8 12-5-0 5-1-8 14-7-0 2-2-0 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [3:0-7-6,0-3-0], [6:0-7-14,Edge], [7:0-0-0,0-0-12], [8:0-6-8,0-1-8], [9:0-3-8,0-5-0] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.09 9 >999 360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.20 8-9 >861 240 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.07 9 >999 240 Weight: 213 lb FT = 20% LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except 2-0-0 oc purlins (3-6-10 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 7=7683/0-3-8, 2=4714/0-3-8 Max Horz 2=68(LC 4) Max Uplift 7=-927(LC 3), 2=-1058(LC 5) Max Grav 7=7685(LC 10), 2=4715(LC 9) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6227/1442, 3-12=-8630/1851, 4-12=-8630/1851, 4-5=-8630/1851, 5-13=-9307/1785, 13-14=-9307/1785, 6-14=-9307/1785, 6-7=-8742/1245 BOT CHORD 2-11=-908/3789, 11-15=-926/3860, 10-15=-926/3860, 9-10=-1791/9307, 9-16=-784/5573, 16-17=-784/5573, 17-18=-784/5573, 18-19=-784/5573, 19-20=-784/5573, 8-20=-784/5573, 8-21=-769/5319, 7-21=-769/5319 WEBS 3-11=-332/1302, 3-10=-1154/5813, 5-9=0/1120, 6-9=-1135/4209, 6-8=-294/4644, 5-10=-1555/0 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 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 10-4 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=927, 2=1058. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 101 lb up at 2-2-0, 52 lb down and 53 lb up at 4-3-8, 52 lb down and 53 lb up at 6-3-8, 52 lb down and 53 lb up at 8-3-8, and 52 lb down and 53 lb up at 10-3-8, and 87 lb down and 101 lb up at 12-5-0 on top chord, and 47 lb down and 12 lb up at 2-2-0, 27 lb down at 4-3-8, 3646 lb down and 1368 lb up at 6-0-0, 27 lb down at 6-3-8, 1720 lb down and 51 lb up at 7-11-4, 27 lb down at 8-3-8, 1876 lb down and 65 lb up at 9-11-4, 27 lb down at 10-3-8, 1798 lb down and 70 lb up at 11-11-4, and 47 lb down and 12 lb up at 12-3-8, and 1803 lb down Containnuded67onlbpuapgaet213-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. October 14,2016 3-4-8 3-2-6 1-2-8 1-2-8 3-2-6 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:48 2016 Page 2 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-rUFSHpVx?iGOBZKA5AGggBY5kYzFrQty?fEBzfyTW7v Job J16604439 Truss TG10 Truss Type Hip Girder Qty 1 ly 2 Sigma Builders 12 Cherry Tree I28019988 Job Reference (optional) LOAG CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-41(B) 6=-41(B) 11=-29(B) 10=-3665(F=-3646, B=-20) 8=-29(B) 4=-33(B) 12=-33(B) 13=-33(B) 14=-33(B) 15=-20(B) 16=-1720(F) 17=-20(B) 18=-1876(F) 19=-20(B) 20=-1798(F) 21=-1803(F) PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:49 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JgprU9WZm?OEpjvMftnvCO5NWyO4a1e6EI_kV5yTW7u October 14,2016 Job J16604439 Truss V01 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019989 Job Reference (optional) 6-1-0 6-1-0 4x6 12-1-15 6-1-0 Scale = 1:48.5 3 3x4 8 7 6 3x4 0-0-4 0-0-4 2x4 2x4 12-1-15 12-1-11 2x4 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 41 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRAC N - 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. REACT ONS. All bearings 12-1-7. (lb) - Max Horz 1=-133(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-146(LC 6), 6=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=295(LC 10), 6=295(LC 11) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, 5 except (jt=lb) 8=146, 6=146. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 2x4 2x4 2 4 5 1 6-1-0 0-0-4 0-0-4 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:49 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JgprU9WZm?OEpjvMftnvCO5LzyM_a1u6EI_kV5yTW7u Job J16604439 Truss V02 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019990 Job Reference (optional) 4-9-0 4-9-0 4x6 9-5-15 4-9-0 Scale = 1:39.5 2 3x6 4 2x4 3x6 0-0-4 0-0-4 9-5-15 9-5-11 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 27 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRAC N - 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. REACT ONS. (lb/size) 1=196/9-5-7, 3=196/9-5-7, 4=311/9-5-7 Max Horz 1=-102(LC 4) Max Uplift 1=-20(LC 7), 3=-20(LC 7) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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. 12.00 12 3 1 4-9-0 0-0-4 0-0-4 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:49 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JgprU9WZm?OEpjvMftnvCO5LzyM_a1u6EI_kV5yTW7u 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:49 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JgprU9WZm?OEpjvMftnvCO5OsyM9a2e6EI_kV5yTW7u Job J16604439 Truss V03 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019991 Job Reference (optional) 3-5-0 3-5-0 4x6 6-9-15 3-5-0 Scale = 1:29.5 2 3x4 4 2x4 3x4 0-0-4 0-0-4 6-9-15 6-9-11 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 18 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRAC N - 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. REACT ONS. (lb/size) 1=136/6-9-7, 3=136/6-9-7, 4=218/6-9-7 Max Horz 1=-71(LC 4) Max Uplift 1=-16(LC 7), 3=-16(LC 7) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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. 12.00 12 3 1 3-5-0 0-0-4 0-0-4 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:49 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-JgprU9WZm?OEpjvMftnvCO5OsyM9a2e6EI_kV5yTW7u 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:50 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-nsNDiVXCXJW5QtUZDbI8lceagLkqJVFFTyjI1XyTW7t Job J16604439 Truss V04 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019992 Job Reference (optional) 2-1-0 2-1-0 2 4x6 4-1-15 2-1-0 Scale: 3/4"=1' 2x4 4 2x4 2x4 0-0-4 0-0-4 4-1-15 4-1-11 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 10 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 1=83/4-1-7, 3=83/4-1-7, 4=111/4-1-7 Max Horz 1=-40(LC 4) Max Uplift 1=-14(LC 7), 3=-14(LC 7) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12.00 12 3 1 2-1-0 0-0-4 0-0-4 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:50 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-nsNDiVXCXJW5QtUZDbI8lceVILi3JUWFTyjI1XyTW7t Job J16604439 Truss V05 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019993 Job Reference (optional) 2-6-8 2-6-8 7-5-12 4-11-4 5x6 2x4 2x4 Scale = 1:20.2 7 6 5 2x4 2x4 2x4 2x4 0-0-4 0-0-4 2-6-8 2-6-4 7-5-12 4-11-4 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 21 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRAC N - 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. All bearings 7-5-8. (lb) - Max Horz 1=63(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=307(LC 11) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 1, 5, 6, 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2 3 4 12.00 12 1 2-6-8 2-4-11 0-0-4 2-4-11 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:50 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-nsNDiVXCXJW5QtUZDbI8lceYrLidJVnFTyjI1XyTW7t Job J16604439 Truss V06 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019994 Job Reference (optional) 2-6-8 2-6-8 6-1-12 3-7-4 5x6 2x4 Scale = 1:20.3 2x4 2x4 5 4 2x4 0-0-4 0-0-4 2-6-8 2-6-4 6-1-12 3-7-4 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 16 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 1=67/6-1-8, 4=136/6-1-8, 5=249/6-1-8 Max Horz 1=63(LC 5) Max Uplift 1=-3(LC 4), 4=-25(LC 4), 5=-34(LC 5) Max Grav 1=67(LC 1), 4=138(LC 11), 5=249(LC 1) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 1, 4, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2 3 12.00 12 1 2-6-8 2-4-11 0-0-4 2-4-11 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:51 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-F3xbvrYqIdey203lmIqNIpAjCl4S2yBOhcTra_yTW7s Job J16604439 Truss V07 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019995 Job Reference (optional) 2-6-8 2-6-8 4-9-12 2-3-4 Scale = 1:18.6 2x4 2x4 5 4 2x4 0-0-4 0-0-4 2-6-8 2-6-4 4-9-12 2-3-4 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 14 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud REACT ONS. (lb/size) 1=71/4-9-8, 4=81/4-9-8, 5=193/4-9-8 Max Horz 1=63(LC 5) Max Uplift 4=-16(LC 4), 5=-28(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 4, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3 5x6 2x4 2 12.00 12 1 2-6-8 2-4-11 0-0-4 2-4-11 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:51 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-F3xbvrYqIdey203lmIqNIpAkrl462yOOhcTra_yTW7s Job J16604439 Truss V08 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019996 Job Reference (optional) 2-4-0 2-4-0 3-5-12 1-1-12 2 4x6 Scale = 1:17.5 12.00 12 2x4 3 1 2x4 2x4 5 4 2x4 3-5-12 3-5-12 LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 10 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud REACT ONS. (lb/size) 1=75/3-5-8, 4=33/3-5-8, 5=130/3-5-8 Max Horz 1=58(LC 5) Max Uplift 1=-17(LC 7), 4=-31(LC 7), 5=-16(LC 5) ORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRAC N - TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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, 4, 5. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 2-4-0 0-0-4 1-2-4 October 14,2016 PROBUILD, MOORESVILLE, IN 46158 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 14 11:27:51 2016 Page 1 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-F3xbvrYqIdey203lmIqNIpAmyl5X2ymOhcTra_yTW7s Job J16604439 Truss V09 Truss Type Valley Qty 1 Ply 1 Sigma Builders 12 Cherry Tree I28019997 Job Reference (optional) 1-0-0 1-0-0 12.00 12 2 3x4 1-11-15 1-0-0 3 Scale = 1:9.3 1 2x4 2x4 1-11-11 1-11-11 1-11-15 0-0-4 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOAG N (psf) S AC N - 2-0-0 CS . GE L. in (loc) l/defl L/d LATES R TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 4 lb FT = 20% LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRAC N - TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACT ONS. (lb/size) 1=52/1-11-7, 3=52/1-11-7 Max Horz 1=-15(LC 4) Max Uplift 1=-1(LC 7), 3=-1(LC 7) ORCES. (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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1-0-0 0-0-4 0-0-4 4 Symbols Numbering System eneral Safety Notes LATE LOCAT ON ANG OR ENTAT ON 13/ " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury and fully embed teeth. 0-1/16" 1 C1-2 2 TOP CHORDS WEBS 3 C2-3 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. For 4 x 2 orientation, locate plates 0- 1/16" from outside C7-8 C6-7 BOTTOM CHORDS C5-6 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. edge of truss. This symbol indicates the required direction of slots in connector plates. * late location details available in MiTek 20/20 software or upon request. LATE S ZE The first dimension is the plate 8 7 6 5 JO NTS ARE ENERALLY NUMBEREG/LETTEREG CLOCKW SE AROUNG THE TRUSS START N AT THE JO NT ARTHEST TO THE LE T. CHORGS ANG WEBS ARE GENT EG BY ENG JO NT NUMBERS/LETTERS. ROGUCT COGE A ROVALS ICC-ES Reports: 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRAC N LOCAT ON Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEAR N Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. ndustry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TOP CHORD C1-8 W2-7 W3-6 C4-5 TOP CHORD 4