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HomeMy WebLinkAboutTRUSS SPECS - 20-00202 - 1279 Stone Dr - New SFRJob B0403-20 Truss A1G Truss Type Roof Special Structural Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:07 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-ee2jFRDKdWEj4J4Mn5og8vejPy3CDTb1qpiS6RzZJqQ Scale = 1:79.8 T2 T3 B1 B3 B4W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 ST13ST12 ST10 ST11 ST9 ST8ST6 ST7 ST4 ST5 ST3ST2 ST1 ST14 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 14 13 12 44 45 46 47 15 48 49 3x6 5x6 3x6 4x6 3x6 5x6 5x6 4x6 3x6 3x6 3x6 4x6 4x8 3x6 3x6 8-0-0 8-0-0 15-5-8 7-5-8 18-6-0 3-0-8 22-11-0 4-5-0 27-1-8 4-2-8 36-3-0 9-1-8 45-10-0 9-7-0 8-0-0 8-0-0 15-5-8 7-5-8 27-1-8 11-8-0 33-1-11 6-0-3 39-1-14 6-0-3 45-10-0 6-8-2 47-4-0 1-6-0 0- 4 - 3 11 - 9 - 1 1 0- 4 - 3 2- 3 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [7:0-2-0,0-1-8], [12:0-3-0,0-3-8], [14:0-2-8,0-1-8], [18:0-2-10,0-1-8] 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 0.78 0.61 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.15 0.08 (loc) 12 10-12 10 12 l/defl >999 >774 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 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 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 1 Row at midpt 2-17, 4-17, 5-14, 6-14, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-9-8 except (jt=length) 10=0-5-8, 15=0-3-8. (lb) - Max Horz1=-185(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 23, 24 except 1=-251(LC 22), 10=-119(LC 12), 21=-844(LC 22), 17=-225(LC 12), 16=-135(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 16, 19, 20, 22, 23, 15 except 10=1262(LC 1), 21=276(LC 21), 17=3585(LC 1), 24=283(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-44=-26/671, 2-44=-8/772, 2-3=-62/1708, 3-4=-37/1893, 5-6=-63/285, 6-46=-273/171, 7-46=-502/169, 7-8=-2516/176, 8-9=-2633/161, 9-47=-3181/264, 10-47=-3299/241 BOT CHORD 1-24=-599/88, 23-24=-599/88, 22-23=-599/88, 21-22=-599/88, 20-21=-599/88, 19-20=-599/88, 18-19=-599/88, 17-18=-599/88, 16-17=-1566/222, 15-16=-1566/222, 15-48=-1566/222, 14-48=-1566/222, 14-49=0/338, 13-49=0/338, 12-13=-19/1284, 10-12=-182/2915 WEBS 2-21=-276/856, 2-17=-1161/152, 4-17=-2934/283, 4-14=-119/2132, 5-14=-590/0, 6-14=-1104/145, 6-13=-36/780, 7-13=-1302/134, 7-12=-13/1691, 9-12=-596/157 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=46ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-7-0, Interior(1) 4-7-0 to 22-11-0, Exterior(2) 22-11-0 to 27-6-0, Interior(1) 27-6-0 to 47-4-13 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24 except (jt=lb) 1=251, 10=119, 21=844, 17=225, 16=135. 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.Continued on page 2 Job B0403-20 Truss A1G Truss Type Roof Special Structural Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:08 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-6qc5SnEyOpMahTfYKoKvh6Bu9MPQywrA2SS?etzZJqP LOAD CASE(S) Standard Job B0403-20 Truss B1 Truss Type Roof Special Qty 2 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:09 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-a0ATg6Fa97URJcEkuVr8DJk3CmjHhPNKH6BYAJzZJqO Scale = 1:68.9 T2 T3 B1 B3 B4W1W2 W3 W4 W5 W6 W7 W8 W9 T1 T4 B21 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1217 18 19 20 21 22 3x6 5x6 3x6 3x6 3x6 5x8 3x6 3x4 2x4 3x8 2x4 3x4 5x14 4x4 2x4 5-7-10 5-7-10 10-6-0 4-10-6 10-8-12 0-2-12 19-3-8 8-6-12 28-5-0 9-1-8 38-0-0 9-7-0 -1-6-0 1-6-0 5-7-10 5-7-10 10-8-12 5-1-2 14-10-6 4-1-10 19-0-0 4-1-10 25-1-6 6-1-6 31-2-11 6-1-6 38-0-0 6-9-5 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 2- 3 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-1-8], [8:0-0-8,0-1-8], [11:0-3-0,Edge], [12:0-4-0,0-2-12], [14:0-1-8,0-1-8] 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 0.76 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.51 0.22 0.08 (loc) 11-12 11-12 11 11-12 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-13, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1115/Mechanical, 14=2889/0-5-8 (min. 0-3-1) Max Horz14=150(LC 11) Max Uplift11=-16(LC 12), 14=-411(LC 12) Max Grav11=1221(LC 22), 14=2889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-392/843, 3-17=-382/976, 3-4=-578/1401, 4-5=-560/1577, 5-6=-514/1560, 6-18=-593/11, 7-18=-591/170, 7-19=-600/120, 8-19=-726/93, 8-9=-3069/0, 9-10=-3191/0, 10-20=-3733/84, 11-20=-3884/70 BOT CHORD 2-16=-766/421, 15-16=-766/421, 14-15=-766/421, 14-21=-437/380, 21-22=-437/380, 13-22=-437/380, 12-13=0/1565, 11-12=-20/3463 WEBS 3-14=-646/277, 5-14=-409/100, 6-14=-2352/513, 6-13=-230/1065, 7-13=-309/209, 8-13=-1409/95, 8-12=0/2007, 10-12=-644/192 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 37-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 14=411. 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 B0403-20 Truss B2 Truss Type Common Structural Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:10 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-2DkstSFDwRcIxmoxSDMNmXGIU96rQw6TWmx6jlzZJqN Scale = 1:66.0 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B21 2 3 4 5 6 7 8 9 10 16 14 13 12 11 17 18 19 20 15 21 22 23 24 3x6 5x6 3x6 3x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x6 9-9-4 9-9-4 10-8-0 0-10-12 19-0-0 8-4-0 28-2-12 9-2-12 38-0-0 9-9-4 -1-6-0 1-6-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 25-1-13 6-1-13 31-3-11 6-1-13 38-0-0 6-8-5 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 6.00 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 0.54 0.55 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.35 0.04 0.06 (loc) 11-13 10-11 10 10-11 l/defl >999 >928 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 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-16. WEBS 1 Row at midpt 7-13, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-11-8 except (jt=length) 10=Mechanical, 15=0-3-8. (lb) - Max Horz2=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15 except 16=-144(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15 except 2=448(LC 21), 16=2412(LC 1), 10=1313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-126/486, 3-17=-23/519, 3-4=-47/673, 4-5=-26/890, 5-18=-930/158, 6-18=-814/179, 6-19=-814/180, 7-19=-930/165, 7-8=-1811/219, 8-9=-1938/198, 9-20=-2203/237, 10-20=-2326/223 BOT CHORD 2-16=-434/65, 12-13=-43/1345, 12-23=-43/1345, 23-24=-43/1345, 11-24=-43/1345, 10-11=-147/1998 WEBS 6-13=-22/273, 7-13=-919/145, 7-11=-30/655, 9-11=-547/143, 5-13=-12/812, 5-16=-2007/213, 3-16=-568/126 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 37-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 15 except (jt=lb) 16=144. 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 B0403-20 Truss B3 Truss Type Common Qty 5 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:11 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-WPHE5oGrhkk9YwN70wtcIkpRlZOY9N6dlQgfFCzZJqM Scale = 1:65.4 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 3x6 5x6 3x6 3x6 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 4x6 9-9-4 9-9-4 19-0-0 9-2-12 28-2-12 9-2-12 38-0-0 9-9-4 -1-6-0 1-6-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 25-1-13 6-1-13 31-3-11 6-1-13 38-0-0 6-8-5 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 6.00 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 0.70 0.71 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.49 0.15 0.09 (loc) 13-15 13-15 10 10-11 l/defl >999 >932 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 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2081/0-5-8 (min. 0-2-4), 10=1919/Mechanical Max Horz2=150(LC 11) Max Uplift2=-156(LC 12), 10=-107(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3596/287, 3-16=-3481/309, 3-4=-3209/279, 4-5=-3085/300, 5-17=-2278/265, 6-17=-2065/285, 6-18=-2162/292, 7-18=-2277/278, 7-8=-3143/330, 8-9=-3270/309, 9-19=-3531/348, 10-19=-3654/335 BOT CHORD 2-15=-222/3083, 15-20=-141/2519, 20-21=-141/2519, 14-21=-141/2519, 13-14=-141/2519, 12-13=-137/2542, 12-22=-137/2542, 22-23=-137/2542, 11-23=-137/2542, 10-11=-246/3180 WEBS 6-13=-121/1392, 7-13=-911/144, 7-11=-29/637, 9-11=-534/142, 5-13=-881/140, 5-15=-3/580, 3-15=-477/115 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 2-2-13, Interior(1) 2-2-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 37-11-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=107. 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 B0403-20 Truss B4G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:13 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-ToP_VUI5CM?toEXW7Lv4O9uvpNFFdOTvCk9mJ4zZJqK Scale = 1:65.4 T2 T2 B1 ST9ST8ST7ST6ST5ST4ST3ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T3 B1B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 42 43 3x6 5x6 3x6 3x6 3x6 3x6 3x6 38-0-0 38-0-0 -1-6-0 1-6-0 19-0-0 19-0-0 38-0-0 19-0-0 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-1-9,Edge], [20:0-1-9,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 0.15 0.05 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 228 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 12-32, 11-33, 13-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-0-0. (lb) - Max Horz2=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 33, 35, 36, 37, 38, 39, 40, 41, 31, 29, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 32, 33, 35, 36, 37, 38, 39, 40, 41, 31, 29, 28, 27, 26, 25, 24, 22 except 2=315(LC 1), 23=315(LC 22) 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=38ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 2-2-13, Exterior(2) 2-2-13 to 19-0-0, Corner(3) 19-0-0 to 23-0-0, Exterior(2) 23-0-0 to 38-0-0 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 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, 33, 35, 36, 37, 38, 39, 40, 41, 31, 29, 28, 27, 26, 25, 24, 23. 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 B0403-20 Truss C1 Truss Type Roof Special Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:14 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-x_zMjqJjzf7kPO6ih3QJwNRvmnQnMeR3ROvJsXzZJqJ Scale = 1:67.3 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W1 W2 T3 1 2 3 4 5 6 7 8 12 10 9 13 14 15 16 17 11 18 3x4 4x6 3x4 5x8 6x8 3x8 2x4 4x6 2x4 4x4 3-2-0 3-2-0 8-9-8 5-7-8 17-11-0 9-1-8 27-6-0 9-7-0 4-7-0 4-7-0 8-9-8 4-2-8 14-9-11 6-0-3 20-9-14 6-0-3 27-6-0 6-8-2 29-0-0 1-6-0 9- 6 - 3 11 - 9 - 1 1 0- 4 - 3 2- 3 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-2-0,0-1-8], [7:0-0-10,Edge], [10:0-3-0,0-2-8], [12:0-1-8,0-2-0] 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 0.77 0.74 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.51 0.25 0.09 (loc) 9-10 9-10 7 9-10 l/defl >910 >568 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 4-10, 1-12, 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=1529/0-5-8 (min. 0-1-9), 12=1272/3-5-8 (min. 0-1-8), 11=121/0-3-8 (min. 0-1-8) Max Horz12=-292(LC 10) Max Uplift7=-117(LC 12), 12=-76(LC 8), 11=-18(LC 12) Max Grav7=1529(LC 1), 12=1272(LC 1), 11=285(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-890/240, 3-15=-1029/227, 3-4=-1072/174, 4-5=-3607/181, 5-6=-3722/166, 6-16=-4233/262, 7-16=-4353/240 BOT CHORD 12-17=0/459, 11-17=0/459, 11-18=0/459, 10-18=0/459, 9-10=-8/1987, 7-9=-147/3872 WEBS 2-10=-152/1262, 3-10=-462/114, 4-10=-1533/126, 4-9=0/2176, 6-9=-541/164, 2-12=-1197/244 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-7-0, Exterior(2) 4-7-0 to 7-7-0, Interior(1) 7-7-0 to 29-0-13 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) 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) 12, 11 except (jt=lb) 7=117. 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 B0403-20 Truss C2 Truss Type Roof Special Qty 4 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:15 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-PAXkwAJLkzFa1XhuFmyYTa_12An357SCf2etOzzZJqI Scale = 1:67.3 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W1 W2 T3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x4 4x6 3x4 4x4 5x8 5x8 3x6 2x4 4x4 2x4 5-9-8 5-9-8 14-11-0 9-1-8 24-6-0 9-7-0 1-7-0 1-7-0 5-9-8 4-2-8 11-9-11 6-0-3 17-9-14 6-0-3 24-6-0 6-8-2 26-0-0 1-6-0 11 - 0 - 3 11 - 9 - 1 1 0- 4 - 3 2- 3 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-0-12,0-1-8], [9:0-4-0,0-2-12], [10:0-3-0,0-2-8], [11:0-2-0,0-1-8] 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 1.00 0.67 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.21 0.07 (loc) 7-9 7-9 7 7-9 l/defl >999 >681 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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 2-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 4-10, 1-11, 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1225/0-5-8 (min. 0-1-8), 7=1390/0-5-8 (min. 0-1-8) Max Horz11=-312(LC 10) Max Uplift11=-79(LC 12), 7=-106(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-229/251, 2-12=-648/226, 3-12=-745/214, 3-4=-772/159, 4-5=-3039/140, 5-6=-3156/125, 6-13=-3687/224, 7-13=-3806/201, 1-11=-249/264 BOT CHORD 11-14=-137/315, 14-15=-137/315, 10-15=-137/315, 9-10=0/1622, 7-9=-112/3375 WEBS 2-10=-193/1301, 3-10=-470/124, 4-10=-1408/114, 4-9=0/1921, 6-9=-563/174, 2-11=-1147/344 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=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-0, Interior(1) 4-7-0 to 26-0-13 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) 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) 11 except (jt=lb) 7=106. 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 B0403-20 Truss C3 Truss Type Roof Special Qty 5 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:16 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-tN578WKzVHNRfhG5oUTo?oWCna6sqa0MuiOQwPzZJqH Scale = 1:67.0 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W1 W2 T3 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 4x6 3x4 4x4 5x8 6x8 3x8 2x4 4x4 2x4 5-9-8 5-9-8 14-11-0 9-1-8 24-6-0 9-7-0 1-7-0 1-7-0 5-9-8 4-2-8 11-9-11 6-0-3 17-9-14 6-0-3 24-6-0 6-8-2 11 - 0 - 3 11 - 9 - 1 1 0- 4 - 3 2- 3 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-0-8,0-1-8], [7:0-0-10,Edge], [9:0-2-12,0-2-8], [10:0-2-0,0-1-8] 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 1.00 0.76 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.50 0.23 0.10 (loc) 7-8 7-8 7 7-8 l/defl >997 >579 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 1-10, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1239/0-5-8 (min. 0-1-8), 7=1239/Mechanical Max Horz10=-305(LC 10) Max Uplift10=-81(LC 12), 7=-59(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-229/251, 2-11=-657/230, 3-11=-754/218, 3-4=-780/163, 4-5=-3144/216, 5-6=-3264/195, 6-12=-3844/319, 7-12=-3964/306, 1-10=-249/265 BOT CHORD 10-13=-132/303, 13-14=-132/303, 9-14=-132/303, 8-9=-36/1658, 7-8=-237/3537 WEBS 2-9=-201/1319, 3-9=-473/125, 4-9=-1446/142, 4-8=-39/2020, 6-8=-626/178, 2-10=-1158/345 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=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-0, Interior(1) 4-7-0 to 24-5-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 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 B0403-20 Truss C4G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:18 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-plCtZBME1ud9u?QTwuVG5Dcj?Ou8IfkeM0tX?IzZJqF Scale = 1:71.0 W1 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 4x6 4x4 4x4 3x4 3x4 3x4 24-6-0 24-6-0 1-7-0 1-7-0 24-6-0 22-11-0 11 - 0 - 3 11 - 9 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [10:0-1-9,Edge], [27:0-3-0,0-0-8] 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 0.31 0.26 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a 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 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-27, 2-26, 3-25, 4-24, 5-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 24-6-0. (lb) - Max Horz27=-304(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 27, 26, 25, 24, 23, 21, 20, 19, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 27, 26, 25, 24, 23, 21, 20, 19, 18, 17, 16, 14 except 15=307(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-215/268, 1-2=-205/254, 7-8=-282/177, 8-9=-320/190, 9-10=-350/203, 10-11=-357/190, 11-12=-395/217, 12-13=-429/226, 13-14=-483/252 BOT CHORD 26-27=-222/449, 25-26=-222/449, 24-25=-222/449, 23-24=-222/449, 22-23=-222/449, 21-22=-222/449, 20-21=-222/449, 19-20=-222/449, 18-19=-222/449, 17-18=-222/449, 16-17=-222/449, 15-16=-222/449, 14-15=-222/449 WEBS 2-26=-261/226 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=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 4-7-0, Exterior(2) 4-7-0 to 24-6-0 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) 27, 26, 25, 24, 23, 21, 20, 19, 18, 17, 16, 15, 14. 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 B0403-20 Truss D1G Truss Type Common Structural Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:19 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-HymFmXMsoCl0W9_fUc0VdQ8n4o9H10soagc4XkzZJqE Scale = 1:57.9 T2 T2 B1 W3 W2 W1 W2 W1 ST2ST1 ST2 ST1 ST3 ST4 ST5 ST6 ST7 ST8 T1 T3 B2 1 2 3 4 5 6 15 14 12 11 10 9 8 7 29 30 31 32 13 5x8 4x8 M18SHS 6x8 4x4 5x8 3x6 8-1-4 8-1-4 15-10-0 7-8-12 19-8-0 3-10-0 23-6-12 3-10-12 31-10-0 8-3-4 8-1-4 8-1-4 15-10-0 7-8-12 23-6-12 7-8-12 31-10-0 8-3-4 33-4-0 1-6-0 0- 5 - 3 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-4-0,0-3-4], [4:0-4-0,Edge], [5:0-2-9,0-1-8], [14:0-4-0,0-3-0] 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 0.74 0.59 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.27 0.03 0.06 (loc) 1-15 1-15 13 1-15 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-15,14-15. WEBS 1 Row at midpt 2-14 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) 1=0-3-8, 13=0-3-8. (lb) - Max Horz1=-122(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 7, 5, 13 except 10=-139(LC 12), 12=-287(LC 1) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 9, 8 except 1=1114(LC 1), 10=1658(LC 1), 7=309(LC 1), 5=267(LC 22), 13=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-1840/164, 2-29=-1696/183, 2-30=-893/142, 3-30=-721/163, 3-31=-720/167, 4-31=-892/141, 4-32=-3/427, 5-32=-104/279 BOT CHORD 1-15=-73/1502, 14-15=-74/1498, 13-14=-256/75, 12-13=-256/75, 11-12=-256/75, 10-11=-256/75, 9-10=-273/79, 8-9=-273/79, 7-8=-273/79, 5-7=-273/79 WEBS 4-14=-22/986, 4-10=-1633/206, 2-14=-992/133, 2-15=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=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-15, Interior(1) 3-3-15 to 15-10-0, Exterior(2) 15-10-0 to 19-0-3, Interior(1) 19-0-3 to 33-4-13 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 7, 5, 13 except (jt=lb) 10=139, 12=287. 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 B0403-20 Truss D2 Truss Type Common Qty 9 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:21 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-EKu0BDO6Kp?klS82b13zirE5XbpuVyP52_5BcdzZJqC Scale = 1:55.4 T2 T2 B1 W3 W2 W1 W2 W1 T1 T3 B2 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 5x6 5x8 3x6 5x8 2x4 2x4 4x4 8-1-4 8-1-4 15-10-0 7-8-12 23-6-12 7-8-12 31-10-0 8-3-4 8-1-4 8-1-4 15-10-0 7-8-12 23-6-12 7-8-12 31-10-0 8-3-4 33-4-0 1-6-0 0- 5 - 3 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-1-8], [2:0-4-0,0-3-4], [4:0-4-0,0-3-4], [5:0-1-8,Edge], [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 0.87 0.71 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.11 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 Weight: 138 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. 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=1600/0-3-8 (min. 0-1-11), 5=1763/0-5-8 (min. 0-1-14) Max Horz1=-122(LC 10) Max Uplift1=-89(LC 12), 5=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2879/240, 2-10=-2735/259, 2-11=-1959/214, 3-11=-1788/240, 3-12=-1787/231, 4-12=-1959/214, 4-13=-2721/241, 5-13=-2870/213 BOT CHORD 1-9=-140/2422, 8-9=-141/2419, 7-8=-139/2412, 5-7=-137/2415 WEBS 3-8=-57/984, 4-8=-953/129, 4-7=0/310, 2-8=-965/132, 2-9=0/310 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) 0-1-12 to 3-3-15, Interior(1) 3-3-15 to 15-10-0, Exterior(2) 15-10-0 to 19-0-3, Interior(1) 19-0-3 to 33-4-13 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) 1 except (jt=lb) 5=138. 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 B0403-20 Truss D3 Truss Type Common Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:21 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-EKu0BDO6Kp?klS82b13zirE6MbqTVya52_5BcdzZJqC Scale = 1:55.1 T2 T2 B1 W3 W2 W1 W2 W1 HW1 T1 T3 B2 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 5x6 5x8 5x6 5x8 2x4 2x4 4x4 7-8-12 7-8-12 15-5-8 7-8-12 23-2-4 7-8-12 31-5-8 8-3-4 7-8-12 7-8-12 15-5-8 7-8-12 23-2-4 7-8-12 31-5-8 8-3-4 32-11-8 1-6-0 0- 7 - 7 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-4-11], [2:0-4-0,0-3-4], [4:0-4-0,0-3-4], [5:0-1-8,Edge], [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 0.82 0.67 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.31 0.11 0.07 (loc) 1-9 1-9 5 1-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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 WEDGE Left: 2x4 DF Stud/Std 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 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=1588/0-5-8 (min. 0-1-11), 5=1751/0-5-8 (min. 0-1-14) Max Horz1=-122(LC 10) Max Uplift1=-88(LC 12), 5=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2814/235, 2-10=-2672/253, 2-11=-1933/211, 3-11=-1760/237, 3-12=-1761/229, 4-12=-1934/211, 4-13=-2695/239, 5-13=-2845/211 BOT CHORD 1-9=-134/2351, 8-9=-135/2348, 7-8=-136/2389, 5-7=-135/2393 WEBS 3-8=-55/958, 4-8=-953/129, 4-7=0/309, 2-8=-917/127, 2-9=0/305 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=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-12, Interior(1) 3-1-12 to 15-5-8, Exterior(2) 15-5-8 to 18-7-4, Interior(1) 18-7-4 to 33-0-5 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) 1 except (jt=lb) 5=138. 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 B0403-20 Truss E1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:23 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-Aj0mcvQMsQFS?mIRjS5RoGJcIPfRzwZOVIaIgVzZJqA Scale = 1:36.6 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 22 21 20 19 18 17 16 15 14 23 24 25 26 4x4 3x4 5x6 3x4 20-0-0 20-0-0 -1-6-0 1-6-0 10-0-0 10-0-0 20-0-0 10-0-0 21-6-0 1-6-0 0- 4 - 3 5- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [21:0-3-0,0-3-0] 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 0.15 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 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 20-0-0. (lb) - Max Horz2=75(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 22, 17, 16, 15, 14 except 2=291(LC 1), 12=291(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) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 10-0-0, Corner(3) 10-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-6-13 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, 21, 22, 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 B0403-20 Truss F1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:24 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-eva8pFQ?dkNJcwtdG9cgKUrn2p?liO5XkyKrCxzZJq9 Scale = 1:31.0 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 4x4 3x4 3x4 3x4 16-6-0 16-6-0 -1-6-0 1-6-0 8-3-0 8-3-0 16-6-0 8-3-0 18-0-0 1-6-0 0- 4 - 3 4- 5 - 1 1 0- 4 - 3 6.00 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 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 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 16-6-0. (lb) - Max Horz2=-63(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 19, 14, 13, 12 except 2=296(LC 1), 10=296(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) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 8-3-0, Corner(3) 8-3-0 to 11-3-0, Exterior(2) 11-3-0 to 18-0-13 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, 16, 17, 19, 14, 13, 12, 10. 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 B0403-20 Truss F2 Truss Type Scissor Qty 7 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-658W1bRdO2VAE4Spqt7vthOxxCFsRkTgzc3PlOzZJq8 Scale = 1:31.5 T1 T1 B1 B1 W2 W1W1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 3x4 3x4 5x8 2x4 2x4 8-3-0 8-3-0 16-6-0 8-3-0 -1-6-0 1-6-0 4-5-7 4-5-7 8-3-0 3-9-9 12-0-9 3-9-9 16-6-0 4-5-7 18-0-0 1-6-0 0- 4 - 3 4- 5 - 1 1 0- 4 - 3 1- 1 1 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-4] 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 0.20 0.39 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.14 0.03 (loc) 8 6-8 6 8 l/defl >999 >982 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 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 4-4-3 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=972/0-5-8 (min. 0-1-8), 6=972/0-5-8 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-92(LC 12), 6=-92(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2269/175, 3-9=-2182/189, 3-10=-1764/88, 4-10=-1695/99, 4-11=-1695/90, 5-11=-1764/79, 5-12=-2182/202, 6-12=-2269/188 BOT CHORD 2-8=-112/1985, 6-8=-139/1985 WEBS 4-8=0/1118, 5-8=-490/146, 3-8=-490/148 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) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, Interior(1) 11-3-0 to 18-0-13 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) 2, 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) 2, 6. 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 B0403-20 Truss F3 Truss Type Common Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-658W1bRdO2VAE4Spqt7vthOx3CGbRo4gzc3PlOzZJq8 Scale = 1:31.0 T1 T1 B1 W2 W1W1 B1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 3x4 5x8 2x4 2x4 3x4 8-3-0 8-3-0 16-6-0 8-3-0 -1-6-0 1-6-0 4-4-12 4-4-12 8-3-0 3-10-4 12-1-4 3-10-4 16-6-0 4-4-12 18-0-0 1-6-0 0- 4 - 3 4- 5 - 1 1 0- 4 - 3 6.00 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 0.19 0.34 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.03 0.01 (loc) 2-8 2-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 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 5-8-15 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=972/0-5-8 (min. 0-1-8), 6=972/0-5-8 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-92(LC 12), 6=-92(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1325/125, 3-9=-1246/139, 3-10=-976/98, 4-10=-901/109, 4-11=-901/109, 5-11=-976/98, 5-12=-1246/139, 6-12=-1325/125 BOT CHORD 2-8=-56/1097, 6-8=-73/1097 WEBS 4-8=0/450, 5-8=-365/95, 3-8=-365/95 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) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, Interior(1) 11-3-0 to 18-0-13 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 B0403-20 Truss F4GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-2UFHSGTtvfltTNcCyH9Ny6TA70oovZ_zQwYVpGzZJq6 Scale = 1:30.5 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 4x8 M18SHS 4x6 4x8 M18SHS5x8 M18SHS 7x8 4x4 7x8 3x4 3x8 4x4 7x8 3x4 3x8 3-4-0 3-4-0 5-9-8 2-5-8 8-3-0 2-5-8 10-8-8 2-5-8 13-2-0 2-5-8 16-6-0 3-4-0 3-4-0 3-4-0 5-9-8 2-5-8 8-3-0 2-5-8 10-8-8 2-5-8 13-2-0 2-5-8 16-6-0 3-4-0 0- 4 - 3 4- 5 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-15], [2:0-1-8,0-1-8], [3:0-0-12,0-2-0], [5:0-0-12,0-2-0], [6:0-1-8,0-1-8], [7:0-4-0,0-1-15], [8:0-4-12,0-1-8], [9:0-3-8,0-4-12], [10:0-4-0,0-4-8], [11:0-3-8,0-4-12], [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 0.67 1.00 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.08 0.06 (loc) 9-10 11 7 11 l/defl >999 >749 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 184 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 3-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7390/0-5-8 (min. 0-3-15), 7=7477/0-5-8 (min. 0-4-0) Max Horz1=-53(LC 6) Max Uplift1=-440(LC 8), 7=-358(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13903/833, 2-3=-11359/696, 3-4=-8773/554, 4-5=-8772/554, 5-6=-10881/656, 6-7=-12242/684 BOT CHORD 1-14=-716/12280, 13-14=-716/12280, 13-15=-716/12280, 12-15=-716/12280, 11-12=-716/12280, 10-11=-569/10131, 10-16=-532/9699, 9-16=-532/9699, 9-17=-582/10800, 8-17=-582/10800, 8-18=-582/10800, 7-18=-582/10800 WEBS 4-10=-445/7417, 5-10=-2853/178, 5-9=-153/2973, 6-9=-1334/59, 6-8=-17/1310, 3-10=-3515/233, 3-11=-212/3679, 2-11=-2590/176, 2-13=-133/2550 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=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=440, 7=358. 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) 1903 lb down and 123 lb up at 2-0-12, 1903 lb down and 123 lb up at 4-0-12, 1903 lb down and 123 lb up at 6-0-12, 1903 lb down and 123 lb up at 8-0-12, 1903 lb down and 123 lb up at 10-0-12, 1297 lb down and 89 lb up at 12-0-12, and 1205 lb down and 32 lb up at 14-0-12, and 1212 lb down and 26 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job B0403-20 Truss F4GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:27 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-2UFHSGTtvfltTNcCyH9Ny6TA70oovZ_zQwYVpGzZJq6 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: 7=-1212(F) 10=-1903(F) 11=-1903(F) 14=-1903(F) 15=-1903(F) 16=-1903(F) 17=-1297(F) 18=-1205(F) Job B0403-20 Truss G1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-XgpffcTVgzuk5XAOV?hcVK0T1QMYeCI7faI3LjzZJq5 Scale = 1:23.2 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x4 3x4 3x4 11-6-0 11-6-0 -1-6-0 1-6-0 5-9-0 5-9-0 11-6-0 5-9-0 13-0-0 1-6-0 0- 4 - 3 3- 2 - 1 1 0- 4 - 3 6.00 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 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 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 11-6-0. (lb) - Max Horz2=-47(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=287(LC 1), 8=287(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) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 5-9-0, Corner(3) 5-9-0 to 8-9-0, Exterior(2) 8-9-0 to 13-0-13 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, 8, 13, 11. 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 B0403-20 Truss G2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-?tN1syU7RG0bjhla3iCr1XZcKqamNWCGtE1cu9zZJq4 Scale = 1:20.3 T1 T1 B1 W2 W1 W2 W1 1 2 3 4 5 7 68 9 10 11 4x4 4x4 4x4 6x8 2x4 6x8 2x4 4-1-8 4-1-8 7-4-8 3-3-0 11-6-0 4-1-8 3-3-12 3-3-12 5-9-0 2-5-4 8-2-4 2-5-4 11-6-0 3-3-12 0- 4 - 3 3- 2 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,Edge], [3:0-2-0,0-1-12], [5:0-2-4,Edge], [6:0-4-0,0-4-4], [7:0-4-0,0-4-4] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.58 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.02 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=3745/0-5-8 (min. 0-2-0), 5=3496/0-5-8 (min. 0-1-14) Max Horz1=37(LC 24) Max Uplift1=-206(LC 8), 5=-193(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5985/342, 2-3=-5864/349, 3-4=-5788/345, 4-5=-5908/338 BOT CHORD 1-8=-280/5274, 8-9=-280/5274, 7-9=-280/5274, 7-10=-181/3797, 6-10=-181/3797, 6-11=-276/5200, 5-11=-276/5200 WEBS 3-6=-151/2760, 3-7=-158/2893 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) 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) except (jt=lb) 1=206, 5=193. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1223 lb down and 75 lb up at 1-6-12 , 1223 lb down and 75 lb up at 3-6-12, 1223 lb down and 75 lb up at 5-6-12, and 1223 lb down and 75 lb up at 7-6-12, and 1223 lb down and 75 lb up at 9-6-12 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, 3-5=-86, 1-5=-16 Continued on page 2 Job B0403-20 Truss G2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:30 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-T3xP4IVlCa8SKrKndQj4al5n4Dv?6zRP6unAQbzZJq3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1223(F) 8=-1223(F) 9=-1223(F) 10=-1223(F) 11=-1223(F) Job B0403-20 Truss M1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 New Peak Const./Wister Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:13:30 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:ZB6HElTsYJ0P7Dfba15UZfzZe7v-T3xP4IVlCa8SKrKndQj4al5mOD1c65DP6unAQbzZJq3 Scale = 1:29.6 W1 T1 B1 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 11-6-0 11-6-0 13-0-0 1-6-0 6- 1 - 3 0- 4 - 3 6.00 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 0.28 0.09 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 8 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-6-0. (lb) - Max Horz14=-165(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 7, 13, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10, 9 except 7=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-277/149, 6-7=-310/157 BOT CHORD 13-14=-149/316, 12-13=-149/316, 11-12=-149/316, 10-11=-149/316, 9-10=-149/316, 7-9=-149/316 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) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 13-0-13 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) 14, 7, 13, 12, 11, 10, 9. 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