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HomeMy WebLinkAboutTRUSS SPECS - M19-00051 - SDH Construction - 3921 Woodland Dr - New SFRJob B1137-19 Truss A1G Truss Type Common Girder Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:52 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-pfz_cmqNwzVGKBruFrcz4ziUTB3sTeKHAUoioSyvZIT Scale = 1:39.8 T1 T1 B1 W3 W2 W1W2W1 ST2 ST3 ST1 ST2 ST3 ST1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 22 23 4x4 3x4 3x4 3x8 3x4 3x4 3x4 4-6-15 4-6-15 4-8-0 0-1-1 8-6-0 3-10-0 12-4-0 3-10-0 12-5-1 0-1-1 17-0-0 4-6-15 -1-6-0 1-6-0 4-6-15 4-6-15 8-6-0 3-11-1 12-5-1 3-11-1 17-0-0 4-6-15 18-6-0 1-6-0 0- 4 - 7 6- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.07 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 10 10-11 6 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-11-8. (lb) - Max Horz2=-105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 11, 6 Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 2=385(LC 1), 9=607(LC 1), 9=607(LC 1), 11=606(LC 1), 11=606(LC 1), 6=385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-326/93, 4-5=-326/93 WEBS 5-9=-542/79, 3-11=-542/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 11, 6. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 27 lb up at 6-6-12, and 26 lb down and 27 lb up at 8-6-12, and 26 lb down and 27 lb up at 10-6-12 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-86, 4-7=-86, 2-6=-16 Continued on page 2 Job B1137-19 Truss A1G Truss Type Common Girder Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:53 2019 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-HrXMq6q?hHe6yLP5pY8CcBFfDbP5C5aQP8YGKvyvZIS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-26(F) 22=-26(F) 23=-26(F) Job B1137-19 Truss A2 Truss Type Common Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:54 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-l15l1SreSamzZV_HNFfR9OoqA_h0xXgadoHpsLyvZIR Scale = 1:38.3 T1 T1 B1 W2 W1W1 B1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 3x4 5x8 2x4 2x4 3x4 8-6-0 8-6-0 17-0-0 8-6-0 -1-6-0 1-6-0 4-5-7 4-5-7 8-6-0 4-0-9 12-6-9 4-0-9 17-0-0 4-5-7 18-6-0 1-6-0 0- 4 - 7 6- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.35 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.02 -0.02 (loc) 2-8 2-8 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=999/0-5-8 (min. 0-1-8), 6=999/0-5-8 (min. 0-1-8) Max Horz2=105(LC 11) Max Uplift2=-94(LC 12), 6=-94(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1154/89, 3-9=-1056/107, 3-10=-850/86, 4-10=-752/100, 4-11=-752/100, 5-11=-850/86, 5-12=-1056/107, 6-12=-1154/89 BOT CHORD 2-8=-6/859, 6-8=-22/859 WEBS 4-8=-17/469, 5-8=-313/92, 3-8=-313/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 8-6-0, Exterior(2) 8-6-0 to 11-6-0, Interior(1) 11-6-0 to 18-7-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss A3GD Truss Type Common Girder Qty 1 Ply 2 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:55 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-DEf7FnsGDuuqBeZTwzAgicKx8OxbgswjsS1MPnyvZIQ Scale = 1:38.2 T1 T1 B1 W5 W4 W3 W2 W1 W4W3 W2W1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 4x8 4x6 4x8 4x8 M18SHS 7x8 4x4 6x8 3x4 3x8 4x4 6x8 3x4 3x8 3-3-4 3-3-4 5-10-10 2-7-6 8-6-0 2-7-6 11-1-6 2-7-6 13-8-12 2-7-6 17-0-0 3-3-4 3-3-4 3-3-4 5-10-10 2-7-6 8-6-0 2-7-6 11-1-6 2-7-6 13-8-12 2-7-6 17-0-0 3-3-4 0- 4 - 7 6- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-3], [2:0-1-12,0-1-8], [3:0-0-12,0-2-0], [5:0-0-12,0-2-0], [6:0-1-12,0-1-8], [7:0-8-0,0-0-3], [8:0-4-12,0-1-8], [9:0-3-8,0-4-8], [10:0-4-0,0-4-4], [11:0-3-8 ,0-4-8], [13:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.71 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.06 0.04 (loc) 10-11 10-11 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 212 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7644/0-5-8 (min. 0-4-1), 7=6819/0-5-8 (min. 0-3-10) Max Horz1=88(LC 7) Max Uplift1=-464(LC 8), 7=-414(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10627/656, 2-3=-8651/560, 3-4=-6720/465, 4-5=-6720/465, 5-6=-8644/560, 6-7=-10607/655 BOT CHORD 1-14=-506/8653, 14-15=-506/8653, 13-15=-506/8653, 12-13=-506/8653, 11-12=-506/8653, 11-16=-391/7144, 10-16=-391/7144, 10-17=-391/7142, 9-17=-391/7142, 9-18=-505/8626, 8-18=-505/8626, 8-19=-505/8626, 7-19=-505/8626 WEBS 4-10=-461/7018, 5-10=-2799/203, 5-9=-192/3247, 6-9=-1931/147, 6-8=-117/2271, 3-10=-2802/203, 3-11=-192/3259, 2-11=-1964/149, 2-13=-117/2279 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-8 2x4 - 1 row at 0-4-0 oc, member 2-13 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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=464, 7=414. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1599 lb down and 103 lb up at 0-11-4, 1597 lb down and 106 lb up at 2-11-4, 1597 lb down and 106 lb up at 4-11-4, 1597 lb down and 106 lb up at 6-11-4, 1597 lb down and 106 lb up at 8-11-4, 1597 lb down and 106 lb up at 10-11-4, and 1597 lb down and 106 lb up at 12-11-4, and 1597 lb down and 106 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job B1137-19 Truss A3GD Truss Type Common Girder Qty 1 Ply 2 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:55 2019 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-DEf7FnsGDuuqBeZTwzAgicKx8OxbgswjsS1MPnyvZIQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-86, 4-7=-86, 1-7=-16 Concentrated Loads (lb) Vert: 12=-1597(B) 9=-1597(B) 14=-1599(B) 15=-1597(B) 16=-1597(B) 17=-1597(B) 18=-1597(B) 19=-1597(B) Job B1137-19 Truss B1G Truss Type Common Supported Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:56 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-hQCVS7tu_C0hpo8gUghvEptAQoSNPSHt56mwxEyvZIP Scale = 1:48.8 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x4 3x4 3x4 3x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0- 4 - 7 7- 8 - 7 0- 4 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 122 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=325(LC 1), 12=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 11-0-0, Corner(3) 11-0-0 to 14-0-0, Exterior(2) 14-0-0 to 23-7-0 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) 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss C1G Truss Type Common Structural Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:57 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-9cmtgTuWlV8YQyjs2OC8n1QIACi28p70KmWTTgyvZIO Scale = 1:76.8 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 ST10 ST11 ST8 ST9 ST6 ST7ST5 ST3 ST4 ST2 ST1 ST10 ST8 T1 T1 B3B21 2 3 4 5 6 7 8 9 19 18 17 16 15 13 12 11 10 38 39 40 41 42 14 43 44 5x6 4x4 5x6 3x4 3x4 3x8 3x4 3x4 3x4 3x4 8-8-7 8-8-7 12-2-0 3-5-9 17-0-0 4-10-0 25-3-9 8-3-9 34-0-0 8-8-7 -1-6-0 1-6-0 5-11-4 5-11-4 11-5-10 5-6-6 17-0-0 5-6-6 22-6-6 5-6-6 28-0-12 5-6-6 34-0-0 5-11-4 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-2-0,0-2-8], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.39 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.03 -0.04 (loc) 10-12 10-12 8 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-5-8 except (jt=length) 8=0-5-8, 14=0-3-8. (lb) - Max Horz2=203(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 15 except 16=-178(LC 12), 8=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15, 17, 18, 19, 14 except 2=423(LC 21), 16=1825(LC 1), 8=1365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-255/212, 3-4=0/476, 4-39=-773/160, 5-39=-641/176, 5-40=-641/179, 6-40=-773/155, 6-7=-1459/170, 7-41=-1618/147, 8-41=-1747/123 BOT CHORD 16-42=-49/267, 15-42=-49/267, 14-15=-49/267, 14-43=-49/267, 13-43=-49/267, 12-13=-49/267, 11-12=0/940, 11-44=0/940, 10-44=0/940, 8-10=-38/1324 WEBS 5-12=-79/289, 6-12=-708/139, 6-10=-22/536, 7-10=-379/116, 4-12=0/544, 4-16=-1533/143, 3-16=-421/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 20-4-13 to 35-7-0 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) 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 2-0-0 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, with BCDL = 8.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15 except (jt=lb) 16=178, 8=117. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss C2 Truss Type Common Qty 6 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:58 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-epKFtpu8WpGP26I2c5jNJEyTwc0qtGa9YQF106yvZIN Scale = 1:72.9 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T1 B1B21 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 5x6 4x6 5x6 4x4 3x4 3x8 3x4 2x4 3x4 2x4 3x4 4x4 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 -1-6-0 1-6-0 5-11-4 5-11-4 11-5-10 5-6-6 17-0-0 5-6-6 22-6-6 5-6-6 28-0-12 5-6-6 34-0-0 5-11-4 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.48 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.29 0.09 -0.05 (loc) 12-14 12-14 8 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1866/0-5-8 (min. 0-2-0), 8=1866/0-5-8 (min. 0-2-0) Max Horz2=-203(LC 10) Max Uplift2=-143(LC 12), 8=-143(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2615/185, 3-15=-2487/209, 3-4=-2329/232, 4-16=-1664/217, 5-16=-1425/240, 5-17=-1425/240, 6-17=-1664/217, 6-7=-2329/232, 7-18=-2487/209, 8-18=-2615/185 BOT CHORD 2-14=-80/2035, 14-19=-10/1672, 13-19=-10/1672, 12-13=-10/1672, 11-12=-17/1672, 11-20=-17/1672, 10-20=-17/1672, 8-10=-91/2035 WEBS 5-12=-148/1205, 6-12=-695/139, 6-10=-22/504, 7-10=-365/114, 4-12=-695/139, 4-14=-22/504, 3-14=-365/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 20-4-13 to 35-7-0 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 = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=143, 8=143. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss C3 Truss Type Common Qty 3 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:57:59 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-6?ue49vmH7OGgGtE9pFcsSVdh?M1cjoJn4?aYYyvZIM Scale = 1:71.9 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B21 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x6 4x6 5x6 4x4 3x4 3x8 3x4 2x4 3x4 2x4 4x4 3x4 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 -1-6-0 1-6-0 5-11-4 5-11-4 11-5-10 5-6-6 17-0-0 5-6-6 22-6-6 5-6-6 28-0-12 5-6-6 34-0-0 5-11-4 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.49 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.29 0.09 0.05 (loc) 11-13 11-13 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1870/0-5-8 (min. 0-2-0), 8=1706/0-5-8 (min. 0-1-13) Max Horz2=198(LC 11) Max Uplift2=-145(LC 12), 8=-95(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2623/188, 3-14=-2494/213, 3-4=-2336/236, 4-15=-1671/222, 5-15=-1430/242, 5-16=-1431/246, 6-16=-1671/230, 6-7=-2358/255, 7-17=-2477/232, 8-17=-2645/218 BOT CHORD 2-13=-115/2041, 13-18=-41/1678, 12-18=-41/1678, 11-12=-41/1678, 10-11=-39/1685, 10-19=-39/1685, 9-19=-39/1685, 8-9=-125/2067 WEBS 5-11=-153/1211, 6-11=-707/142, 6-9=-37/528, 7-9=-382/126, 4-11=-695/139, 4-13=-22/505, 3-13=-365/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 20-4-13 to 33-9-4 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 = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=145. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss D1G Truss Type Hip Supported Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:00 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-aBS0IVwO2QW7IQSRjWmrOf2ohPo7LFCS0kk74?yvZIL Scale = 1:58.1 W1 T1 T2 T3 B1 ST2ST3ST2 ST1 ST1 ST4 ST5 ST6 ST7 ST8 T4B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 4x4 5x6 4x4 3x4 22-0-0 22-0-0 4-0-0 4-0-0 8-0-0 4-0-0 22-0-0 14-0-0 23-6-0 1-6-0 7- 0 - 7 9- 8 - 7 0- 4 - 7 9- 8 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3], [22:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.39 0.11 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 161 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 4-22, 3-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz25=-238(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 21, 22, 23, 24, 20, 19, 18, 17, 16, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 25, 21, 22, 23, 24, 20, 19, 18, 17, 16, 15 except 13=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-270/255 BOT CHORD 24-25=-243/266, 23-24=-243/266, 22-23=-243/266, 21-22=-243/266, 20-21=-243/266, 19-20=-243/266, 18-19=-243/266, 17-18=-243/266, 16-17=-243/266, 15-16=-243/266, 13-15=-243/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 4-0-0, Corner(3) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to 8-0-0, Corner(3) 8-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-7-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 21, 22, 23, 24, 20 , 19, 18, 17, 16, 15, 13. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1137-19 Truss D2 Truss Type Hip Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:01 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-2N0OVrx1pke_vZ1dHEH4xtauWp1l4XrcEOUhcRyvZIK Scale = 1:66.5 T1 T2 B1 B2 B3 B4 W3 W5 W4 W8 W9 W10 W11 W1 W2 W7 W6 T3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 4x8 5x6 2x4 2x4 3x4 3x6 3x4 3x8 4x8 4x4 5x6 2x4 3x4 3x8 4-7-8 4-7-8 8-11-8 4-4-0 9-10-8 0-11-0 10-0-0 0-1-8 10-1-8 0-1-8 13-0-0 2-10-8 19-3-9 6-3-9 26-0-0 6-8-7 4-7-8 4-7-8 8-11-8 4-4-0 9-10-8 0-11-0 10-0-0 0-1-8 10-1-8 0-1-8 13-0-0 2-10-8 19-3-9 6-3-9 26-0-0 6-8-7 27-6-0 1-6-0 4- 4 - 7 10 - 1 1 - 7 0- 4 - 7 4- 2 - 3 2- 1 0 - 0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-1-12,0-1-8], [3:0-1-12,0-1-8], [5:0-0-12,0-2-0], [6:0-3-0,0-3-0], [7:0-0-13,Edge], [10:0-2-8,0-2-8], [12:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.53 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.34 0.27 0.06 (loc) 9-10 9-10 7 9-10 l/defl >999 >906 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1301/0-5-8 (min. 0-1-8), 7=1468/0-5-8 (min. 0-1-8) Max Horz15=-228(LC 10) Max Uplift15=-73(LC 12), 7=-121(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-937/126, 2-16=-745/136, 2-17=-1409/121, 3-17=-1295/139, 3-4=-1266/171, 4-5=-1361/164, 5-18=-2170/107, 6-18=-2410/93, 6-19=-3305/165, 7-19=-3458/136, 1-15=-1258/138 BOT CHORD 11-12=0/1096, 10-11=0/1977, 9-10=-58/2850, 7-9=-58/2864 WEBS 2-14=-1041/41, 12-14=0/832, 2-12=0/534, 5-11=-1686/72, 5-10=0/1627, 6-10=-843/169, 6-9=0/255, 1-14=-76/906, 4-11=-164/1196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-11-7, Exterior(2) 9-11-7 to 14-2-6, Interior(1) 14-2-6 to 27-7-0 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. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 7=121. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss D3 Truss Type Roof Special Qty 7 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:02 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-WaamjBxfa2mrXjbprxoJU4739DNzp_OlT2DE9tyvZIJ Scale = 1:66.7 T1 T2 B1 B2 B3 B4 W3 W5 W4 W6 W7 W8 W9 W10 W1 W2 T3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 4x6 5x6 2x4 2x4 2x4 4x8 3x6 3x4 3x8 2x4 6x8 2x4 3x4 4-7-8 4-7-8 8-11-8 4-4-0 13-0-0 4-0-8 19-3-9 6-3-9 26-0-0 6-8-7 4-7-8 4-7-8 8-11-8 4-4-0 10-0-0 1-0-8 13-0-0 3-0-0 19-3-9 6-3-9 26-0-0 6-8-7 27-6-0 1-6-0 4- 4 - 7 11 - 0 - 7 0- 4 - 7 4- 2 - 3 2- 1 0 - 0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-1-12,0-1-8], [4:0-3-0,0-1-4], [6:0-3-0,0-3-0], [7:0-0-13,Edge], [11:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.54 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.32 0.25 -0.05 (loc) 9-10 9-10 7 7-9 l/defl >999 >964 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1301/0-5-8 (min. 0-1-8), 7=1468/0-5-8 (min. 0-1-8) Max Horz14=-228(LC 10) Max Uplift14=-73(LC 12), 7=-121(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-938/123, 2-15=-745/134, 2-16=-1386/128, 3-16=-1273/136, 3-4=-1311/186, 4-5=-2352/183, 5-6=-2416/97, 6-17=-3303/156, 7-17=-3456/128, 1-14=-1259/133 BOT CHORD 10-11=0/1118, 9-10=-53/2853, 7-9=-53/2863 WEBS 2-13=-1020/42, 11-13=0/832, 2-11=0/521, 4-10=-71/1971, 5-10=-429/139, 6-10=-840/169, 6-9=0/251, 1-13=-73/905 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 27-7-0 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. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 7=121. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss D4 Truss Type Scissor Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:03 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-_m88wXyHKLui9tA0OeJY0IgD3dj9YTKviizohKyvZII Scale = 1:67.9 T1 T2 B1 B2 W3 W4 W5 W6 W7 W8 W1 W2 T3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 4x4 4x4 5x6 2x4 3x6 3x4 3x4 2x4 5x14 2x4 5-1-12 5-1-12 13-0-0 7-10-4 19-3-9 6-3-9 26-0-0 6-8-7 5-1-12 5-1-12 10-0-0 4-10-4 13-0-0 3-0-0 19-3-9 6-3-9 26-0-0 6-8-7 27-6-0 1-6-0 4- 4 - 7 11 - 0 - 7 0- 4 - 7 4- 2 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-2-0], [2:0-1-12,0-1-8], [5:0-3-0,0-3-0], [6:0-0-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.54 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.25 -0.05 (loc) 8-9 8-9 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1301/0-5-8 (min. 0-1-8), 6=1468/0-5-8 (min. 0-1-8) Max Horz11=-230(LC 10) Max Uplift11=-73(LC 12), 6=-121(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1225/100, 2-12=-1082/112, 2-13=-1456/91, 3-13=-1332/106, 3-4=-2342/170, 4-5=-2425/91, 5-14=-3300/159, 6-14=-3452/130, 1-11=-1277/87 BOT CHORD 9-10=0/998, 8-9=-52/2853, 6-8=-53/2859 WEBS 2-10=-651/88, 2-9=-49/292, 3-9=-90/1855, 4-9=-423/132, 5-9=-828/175, 1-10=-29/1005 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 27-7-0 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. 5) Bearing at joint(s) 11, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 6=121. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss D5G Truss Type GABLE Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:04 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-SyhX8szv5f0Zm1lCyMqnZVCS003gHxt2xMiLDmyvZIH Scale = 1:65.1 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W9 W10W1 W2 T3 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 25 26 27 4x4 5x6 5x8 3x6 3x4 3x8 3x4 5x6 3x4 3x4 1-10-4 1-10-4 2-1-0 0-2-12 11-7-8 9-6-8 14-7-8 3-0-0 20-11-1 6-3-9 27-7-8 6-8-7 -1-10-8 1-10-8 2-1-0 2-1-0 6-10-4 4-9-4 11-7-8 4-9-4 14-7-8 3-0-0 20-11-1 6-3-9 27-7-8 6-8-7 29-1-8 1-6-0 6- 8 - 2 11 - 0 - 7 0- 4 - 7 4- 2 - 3 4.50 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-1-0,0-1-8], [7:0-3-0,0-3-0], [8:0-0-13,Edge], [11:0-2-8,0-2-8], [13:0-3-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.52 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.26 0.05 (loc) 10-11 10-11 8 10-11 l/defl >999 >942 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-13, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1680/0-5-8 (min. 0-1-13), 8=1433/0-5-8 (min. 0-1-8) Max Horz13=-225(LC 10) Max Uplift13=-167(LC 12), 8=-117(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-26=-1134/121, 5-26=-1056/133, 5-6=-1258/157, 6-7=-2290/113, 7-27=-3194/167, 8-27=-3347/139 BOT CHORD 12-13=0/698, 11-12=0/1865, 10-11=-36/2754, 8-10=-33/2769 WEBS 3-13=-278/50, 4-13=-1452/94, 4-12=0/560, 5-12=-58/726, 6-12=-1621/64, 6-11=0/1542, 7-11=-848/170, 7-10=0/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-11-2 to 1-0-14, Interior(1) 1-0-14 to 11-7-8, Exterior(2) 11-7-8 to 14-7-8, Interior(1) 14-7-8 to 29-2-8 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) 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 2-0-0 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) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=167, 8=117. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss D6 Truss Type Roof Special Qty 3 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:05 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-w9FvLC_Xsz8QOBKOW3L05jlaxQMI0QtB90SulCyvZIG Scale: 3/16"=1' T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 T3B3 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 6x8 M18SHS 5x8 3x6 5x8 4x6 2x4 3x4 3x8 2x4 3x6 8-11-3 8-11-3 12-0-0 3-0-13 19-9-10 7-9-9 28-0-0 8-2-6 -1-6-0 1-6-0 4-9-15 4-9-15 8-11-3 4-1-4 12-0-0 3-0-13 19-9-10 7-9-9 28-0-0 8-2-6 29-6-0 1-6-0 0- 4 - 0 4- 1 0 - 0 11 - 0 - 7 0- 4 - 7 6- 2 - 7 4.50 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [6:0-4-0,0-3-4], [7:0-0-13,Edge], [12:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.69 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.42 -0.24 0.10 (loc) 7-9 9-11 2 7-9 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 126 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1558/0-5-8 (min. 0-1-11), 7=1560/0-5-8 (min. 0-1-9) Max Horz7=-155(LC 12) Max Uplift2=-137(LC 12), 7=-114(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3164/309, 3-13=-3097/321, 3-4=-2698/269, 4-5=-1908/243, 5-14=-2063/248, 6-14=-2289/231, 6-15=-3494/328, 7-15=-3677/293 BOT CHORD 2-12=-256/2874, 11-12=-188/2648, 10-11=-330/3031, 9-10=-343/3013, 7-9=-341/3046 WEBS 3-12=-455/88, 4-12=-37/1091, 4-11=-1260/91, 5-11=-92/1277, 6-11=-1150/213, 6-9=0/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-10 to 1-5-6, Interior(1) 1-5-6 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 29-7-0 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. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=137, 7=114. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss E1 Truss Type Roof Special Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:05 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-w9FvLC_Xsz8QOBKOW3L05jlefQPR0PMB90SulCyvZIG Scale = 1:69.1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8T1 T4 1 2 3 4 5 6 7 8 9 13 12 11 1014 15 16 5x6 4x4 5x6 3x4 5x6 3x6 3x4 3x4 2x4 5x10 MT20HS 2x4 6-0-0 6-0-0 6-5-8 0-5-8 11-2-12 4-9-4 19-0-0 7-9-4 25-3-9 6-3-9 32-0-0 6-8-7 -1-6-0 1-6-0 6-5-8 6-5-8 11-2-12 4-9-4 16-0-0 4-9-4 19-0-0 3-0-0 25-3-9 6-3-9 32-0-0 6-8-7 33-6-0 1-6-0 0- 4 - 7 11 - 0 - 7 0- 4 - 7 4- 2 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-0-13,Edge], [11:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.49 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.25 0.20 -0.05 (loc) 10-11 10-11 8 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 160 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=2203/0-5-8 (min. 0-2-6), 8=1329/0-5-8 (min. 0-1-8) Max Horz13=191(LC 11) Max Uplift13=-279(LC 12), 8=-92(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-316/682, 3-14=-302/908, 3-4=-666/0, 4-15=-1199/25, 5-15=-1084/40, 5-6=-1875/49, 6-7=-1956/0, 7-16=-2851/40, 8-16=-3003/12 BOT CHORD 2-13=-620/345, 12-13=-735/365, 11-12=0/570, 10-11=0/2467, 8-10=0/2473 WEBS 3-13=-1850/258, 3-12=-91/1279, 4-12=-899/148, 4-11=-28/491, 5-11=0/1460, 6-11=-424/131, 7-11=-835/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-7-7, Interior(1) 1-7-7 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 33-7-0 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=279. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss E2 Truss Type Roof Special Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:06 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-PLpHYY?9dGGG0Lvb4ntFewIk4qi1ltuLOgBSIeyvZIF Scale = 1:68.1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 T1 T4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 5x6 4x6 5x6 4x4 5x6 3x8 3x4 3x4 2x4 5x14 2x4 6-5-8 6-5-8 11-2-12 4-9-4 19-0-0 7-9-4 25-3-9 6-3-9 32-0-0 6-8-7 6-5-8 6-5-8 11-2-12 4-9-4 16-0-0 4-9-4 19-0-0 3-0-0 25-3-9 6-3-9 32-0-0 6-8-7 33-6-0 1-6-0 0- 4 - 7 11 - 0 - 7 0- 4 - 7 4- 2 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-0,0-3-0], [4:0-3-0,0-1-8], [6:0-3-0,0-3-4], [7:0-0-13,Edge], [10:0-7-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.66 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.49 0.37 0.09 (loc) 9-10 10-11 7 10 l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1613/Mechanical, 7=1777/0-5-8 (min. 0-1-12) Max Horz1=-186(LC 10) Max Uplift1=-90(LC 12), 7=-140(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-2534/197, 2-13=-2379/213, 2-3=-2525/225, 3-14=-2007/154, 4-14=-1896/169, 4-5=-3381/274, 5-6=-3470/189, 6-15=-4299/266, 7-15=-4452/237 BOT CHORD 1-12=-87/1979, 11-12=-94/2078, 10-11=-14/2117, 9-10=-149/3713, 7-9=-150/3714 WEBS 2-12=-526/59, 3-10=-554/140, 4-10=-192/2814, 5-10=-419/129, 6-10=-799/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-3-2, Interior(1) 3-3-2 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 33-7-0 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=140. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss E3 Truss Type Common Qty 6 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:07 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-tXNfmu?nOaO7dUUndUOUB8qusE20UMCUdKx?q5yvZIE Scale = 1:71.2 T2 T2 B1 W3 W2 W1 W2 W1 T1 T3 B1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 5x8 4x8 M18SHS 5x8 3x8 5x8 2x4 2x4 3x8 8-2-7 8-2-7 16-0-0 7-9-9 23-9-9 7-9-9 32-0-0 8-2-7 8-2-7 8-2-7 16-0-0 7-9-9 23-9-9 7-9-9 32-0-0 8-2-7 33-6-0 1-6-0 0- 4 - 7 11 - 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [2:0-4-0,0-3-4], [4:0-4-0,0-3-4], [5:0-8-0,0-0-6], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.84 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.08 0.08 (loc) 1-9 1-9 5 1-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 152 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1613/Mechanical, 5=1777/0-5-8 (min. 0-1-14) Max Horz1=-186(LC 10) Max Uplift1=-90(LC 12), 5=-140(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2455/185, 2-10=-2276/209, 2-11=-1672/191, 3-11=-1456/224, 3-12=-1454/218, 4-12=-1670/186, 4-13=-2235/193, 5-13=-2418/158 BOT CHORD 1-14=-65/1919, 9-14=-65/1919, 9-15=-66/1915, 8-15=-66/1915, 8-16=-60/1836, 7-16=-60/1836, 7-17=-60/1838, 5-17=-60/1838 WEBS 3-8=-96/1010, 4-8=-817/140, 4-7=0/326, 2-8=-868/146, 2-9=0/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-3-2, Interior(1) 3-3-2 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 33-7-0 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 = 8.0psf. 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) 5=140. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss E4G Truss Type Common Structural Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:08 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-Lkx1zE0Q9uW_Fe3zBCvjjLN5NeL6Dpler_gYMXyvZID Scale = 1:71.7 T2 T2 B1 W3 W2 W1 W2 W1 ST6ST5 ST4 ST3 ST2 ST1 T1 T3 B1HW1 HW11 2 3 4 5 6 11 9 8 7 23 24 25 26 10 27 28 29 30 5x8 7x10 M18SHS 5x8 5x6 5x8 4x4 2-2-0 2-2-0 8-2-7 6-0-7 16-0-0 7-9-9 23-9-9 7-9-9 32-0-0 8-2-7 8-2-7 8-2-7 23-9-9 15-7-2 32-0-0 8-2-7 33-6-0 1-6-0 0- 4 - 7 11 - 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-0-13,Edge], [2:0-4-0,0-3-4], [4:0-4-0,0-3-4], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.87 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.08 -0.07 (loc) 5-7 5-7 5 5-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 183 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-5-8 except (jt=length) 5=0-5-8, 10=0-3-8. (lb) - Max Horz1=-186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-289(LC 12), 5=-139(LC 12), 10=-251(LC 21) Max Grav All reactions 250 lb or less at joint(s) except 1=1231(LC 1), 11=636(LC 21), 5=1757(LC 1), 10=330(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-2324/173, 2-23=-2126/197, 2-24=-1637/188, 3-24=-1420/220, 3-25=-1306/217, 4-25=-1638/184, 4-26=-2197/189, 5-26=-2379/155 BOT CHORD 1-11=-53/1798, 10-11=-53/1798, 10-27=-53/1798, 9-27=-53/1798, 9-28=-54/1796, 8-28=-54/1796, 8-29=-57/1805, 7-29=-57/1805, 7-30=-57/1807, 5-30=-57/1807 WEBS 3-8=-91/968, 4-8=-811/139, 4-7=0/323, 2-8=-753/138, 2-9=0/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 33-7-0 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) 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 MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=289, 5=139, 10=251. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss F1 Truss Type Common Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:08 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-Lkx1zE0Q9uW_Fe3zBCvjjLN73eRPDp7er_gYMXyvZID Scale = 1:64.8 T2 T2 B1 W3 W2 W1 W2 W1T1 T1 B1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 5x8 5x6 5x8 4x4 5x8 2x4 2x4 4x4 7-8-7 7-8-7 15-0-0 7-3-9 22-3-9 7-3-9 30-0-0 7-8-7 -1-6-0 1-6-0 7-8-7 7-8-7 15-0-0 7-3-9 22-3-9 7-3-9 30-0-0 7-8-7 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-4-0,0-3-0], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.62 0.47 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.07 -0.06 (loc) 2-10 2-10 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1662/0-5-8 (min. 0-1-12), 6=1662/0-5-8 (min. 0-1-12) Max Horz2=-178(LC 10) Max Uplift2=-132(LC 12), 6=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2234/140, 3-11=-2061/173, 3-12=-1539/171, 4-12=-1338/201, 4-13=-1338/201, 5-13=-1539/171, 5-14=-2061/173, 6-14=-2234/140 BOT CHORD 2-10=-36/1694, 9-10=-36/1692, 8-9=-48/1692, 6-8=-47/1694 WEBS 4-9=-80/907, 5-9=-724/129, 5-8=0/291, 3-9=-724/129, 3-10=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-7-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=132, 6=132. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss F2 Truss Type Roof Special Qty 4 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:09 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-pwVPBa12wBfrtoe9lvQyGZwI_1j5yApn4eQ6uzyvZIC Scale = 1:72.3 T2 T3 B1 B3 B4 O1 O2 W1 W2 W3 W5 W4 W6 W7 W8 T1 T4 B2 B5 W9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 5x8 5x6 4x4 3x4 2x4 2x4 7x8 5x10 MT20HS 3x4 2x4 3x12 2x4 2x4 3x8 5x8 M18SHS 4x4 3x6 7-8-7 7-8-7 15-0-0 7-3-9 17-0-8 2-0-8 22-3-8 5-3-0 27-6-8 5-3-0 28-6-13 1-0-5 30-0-0 1-5-3 -1-6-0 1-6-0 7-8-7 7-8-7 15-0-0 7-3-9 17-0-8 2-0-8 22-3-8 5-3-0 27-6-8 5-3-0 28-6-13 1-0-5 30-0-0 1-5-3 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 1- 0 - 0 8.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [6:0-3-0,0-3-0], [7:0-2-8,0-1-8], [10:0-0-14,0-1-4], [10:0-4-12,0-3-4], [12:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.76 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.38 0.23 0.07 (loc) 10-11 10-11 8 10-11 l/defl >999 >941 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 180 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud/Std, B4: 2x4 DF 2400F 2.0E, B5: 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-12 WEBS 1 Row at midpt 3-14, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1662/0-5-8 (min. 0-1-12), 8=1662/0-5-8 (min. 0-1-8) Max Horz2=178(LC 11) Max Uplift2=-132(LC 12), 8=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2235/140, 3-18=-2065/173, 3-19=-1539/186, 4-19=-1337/202, 4-5=-1606/233, 5-20=-1619/195, 6-20=-1821/184, 6-7=-2552/188, 7-21=-5090/273, 8-21=-5156/265 BOT CHORD 2-16=-37/1697, 15-16=-37/1695, 14-15=-37/1695, 5-12=-272/144, 11-12=-48/2064, 10-11=-174/3723, 8-10=-189/4410 WEBS 3-16=0/295, 3-14=-713/131, 12-14=0/1125, 4-12=-77/1207, 6-12=-857/112, 6-11=0/434, 7-11=-1672/127, 7-10=-24/1739 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-7-0 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=132, 8=132. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss F3G Truss Type Common Supported Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:10 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-H63oOw2ghVniUyDMJdxBomSauREfhnExJI9fRQyvZIB Scale = 1:64.8 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1T1 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 4x4 3x4 3x4 3x4 3x4 30-0-0 30-0-0 -1-6-0 1-6-0 15-0-0 15-0-0 30-0-0 15-0-0 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.04 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 192 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-26, 9-28, 11-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max Horz2=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 26, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 except 2=325(LC 1), 18=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 15-0-0, Corner(3) 15-0-0 to 18-0-0, Exterior(2) 18-0-0 to 31-7-0 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) 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss J1 Truss Type Jack-Open Qty 3 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:11 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-lJcAcG2ISpvZ66nYsKSQL_?jSrYKQG64YyvDzsyvZIA Scale = 1:13.7 T1 B1 1 2 3 42x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0- 4 - 7 1- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=298/0-5-8 (min. 0-1-8), 4=42/Mechanical Max Horz2=119(LC 12) Max Uplift2=-116(LC 12), 4=-16(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 2-0-0 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) 4 except (jt=lb) 2=116. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss J2 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:12 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-DVAYpb3wD61QkGMkQ1zfuBXvOFvN9jMDmcemVIyvZI9 Scale = 1:13.7 T1 W1 B1 1 2 3 4 2x4 2x4 2x4 -1-6-0 1-6-0 2-0-0 2-0-0 0- 4 - 7 1- 8 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=37/2-0-0 (min. 0-1-8), 2=288/2-0-0 (min. 0-1-8) Max Horz2=47(LC 9) Max Uplift4=-6(LC 9), 2=-70(LC 12) Max Grav4=40(LC 17), 2=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 1-10-4 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 2-0-0 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) 4, 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss J3 Truss Type Jack-Open Qty 5 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:12 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-DVAYpb3wD61QkGMkQ1zfuBXvwFu69jMDmcemVIyvZI9 Scale = 1:20.6 T1 B1 1 2 5 3 42x4 4-1-8 4-1-8 -1-6-0 1-6-0 4-1-8 4-1-8 0- 4 - 7 3- 1 - 7 2- 8 - 4 3- 1 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=136/Mechanical, 2=381/0-3-8 (min. 0-1-8), 4=31/Mechanical Max Horz2=96(LC 12) Max Uplift3=-36(LC 12), 2=-48(LC 12) Max Grav3=136(LC 1), 2=381(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 4-0-12 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, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss M1 Truss Type Monopitch Qty 2 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:13 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-ihkw1x4Y_Q9HLPxx_lVuQP4_neBfu6RN?GOJ1kyvZI8 Scale = 1:57.9 T2 W3 B1 W1 W2 T1 1 2 3 4 6 5 7 8 5x8 3x4 4x4 3x4 2x4 7-3-7 7-3-7 14-5-8 7-2-1 -1-6-0 1-6-0 7-3-7 7-3-7 14-5-8 7-2-1 0- 4 - 7 10 - 0 - 2 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-0-13,0-1-8], [5:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.27 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 -0.06 (loc) 2-6 2-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=708/0-5-8 (min. 0-1-8), 2=884/0-5-8 (min. 0-1-8) Max Horz2=274(LC 11) Max Uplift5=-82(LC 9), 2=-76(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-893/65, 3-7=-736/96, 3-8=-262/137 BOT CHORD 2-6=-197/604, 5-6=-198/602 WEBS 3-6=0/293, 3-5=-709/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 14-3-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss M2 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:13 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-ihkw1x4Y_Q9HLPxx_lVuQP4wbeCEu8EN?GOJ1kyvZI8 Scale = 1:58.0 T2 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1T1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x4 3x4 3x4 3x4 14-5-8 14-5-8 -1-6-0 1-6-0 14-5-8 14-5-8 0- 4 - 7 10 - 0 - 2 8.00 12 Plate Offsets (X,Y)-- [10:0-0-13,0-1-8], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.24 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 98 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-5-8. (lb) - Max Horz2=274(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 except 2=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/390, 3-4=-352/328, 4-5=-347/344, 5-6=-305/306, 6-7=-258/268 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 14-3-12 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 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) 11, 2, 12, 13, 14, 15, 16, 17. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1137-19 Truss M3GD Truss Type Monopitch Girder Qty 1 Ply 2 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:14 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-AuIIEH5AljH8zZW7YS07zcdGs2aAdcxWEw8taByvZI7 Scale = 1:28.0 T1 W3 B1 W1 W2 1 2 3 5 4 6 3x4 2x4 4x4 3x4 2x4 3-4-15 3-4-15 6-5-8 3-0-9 3-4-15 3-4-15 6-5-8 3-0-9 0- 4 - 7 4- 8 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=524/0-3-8 (min. 0-1-8), 4=731/0-5-8 (min. 0-1-8) Max Horz1=114(LC 5) Max Uplift1=-43(LC 8), 4=-99(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-782/79 BOT CHORD 1-5=-95/605, 5-6=-95/605, 4-6=-95/605 WEBS 2-5=-47/558, 2-4=-765/120 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 625 lb down and 102 lb up at 4-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 1-4=-16 Concentrated Loads (lb) Vert: 6=-625(B) Job B1137-19 Truss R1GD Truss Type Flat Girder Qty 1 Ply 2 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:15 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-e4shRd6pW1P?bj5J5AXMVq9S8SxnM23gSatQ6dyvZI6 Scale = 1:19.9 W1 T1 W1 B1 W2 W1 W2 1 2 3 6 5 4 7 8 9 10 11 12 4x4 2x4 2x4 3x4 3x4 4x4 4-2-12 4-2-12 8-5-8 4-2-12 4-2-12 4-2-12 8-5-8 4-2-12 3- 1 - 7 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=604/0-5-8 (min. 0-1-8), 4=641/Mechanical Max Horz6=-68(LC 4) Max Uplift6=-80(LC 4), 4=-86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-498/69, 3-9=-498/69, 3-4=-578/113 BOT CHORD 6-10=-91/498, 10-11=-91/498, 5-11=-91/498 WEBS 2-6=-594/91, 3-5=-90/594 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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) 77 lb down and 47 lb up at 0-6-4, 68 lb down and 49 lb up at 2-4-12, 68 lb down and 49 lb up at 4-4-12, and 68 lb down and 49 lb up at 6-4-12, and 96 lb down and 43 lb up at 8-3-12 on top chord, and 46 lb down at 0-6-4, 35 lb down at 2-4-12, 35 lb down at 4-4-12, and 35 lb down at 6-4-12, and 54 lb down at 8-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 4-6=-16 Continued on page 2 Job B1137-19 Truss R1GD Truss Type Flat Girder Qty 1 Ply 2 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:15 2019 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-e4shRd6pW1P?bj5J5AXMVq9S8SxnM23gSatQ6dyvZI6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-24(F) 2=-50(F) 5=-15(F) 3=-96(F) 7=-77(F) 8=-50(F) 9=-50(F) 10=-20(F) 11=-15(F) 12=-15(F) Job B1137-19 Truss V01 Truss Type Valley Qty 1 Ply 1 Neffco(RP7/19) Job Reference (optional) Run: 8.300 s Jun 26 2019 Print: 8.300 s Jun 26 2019 MiTek Industries, Inc. Mon Jul 22 07:58:16 2019 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:Xq5B24Ni2Kb3kY56P0oC5hywWl2-6GQ3fz6RHLXsCtgWft2b21id_sH65WWphDd_e3yvZI5 Scale = 1:44.4 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x4 4x4 3x4 3x4 21-7-7 21-7-7 10-9-11 10-9-11 21-7-7 10-9-11 0- 0 - 4 7- 2 - 8 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 108 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-7-7. (lb) - Max Horz1=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 18, 20, 21, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 20, 15, 14, 13 except 21=256(LC 1), 12=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-5-13 to 3-5-13, Exterior(2) 3-5-13 to 10-9-11, Corner(3) 10-9-11 to 13-9-11, Exterior(2) 13-9-11 to 21-1-10 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) 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 18, 20, 21, 15, 14, 13, 12. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard