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HomeMy WebLinkAboutTRUSS SPECS - M20-00014 - Walz - 5937 Jeppesen Rd - AdditionJob B0351-20 Truss A1 Truss Type Attic Qty 11 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:00 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-T53CNlz_nIeJagsncGt2rzhK9HlVEBk5vivQ3jzXlRr Scale = 1:85.6 T2 T2 B1 W4 W3 W4 W3 B2 B1 W5 W6 W1 W2 W1 W2T1 T1 B3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 8x10 9x10 M18SHS 3x6 9x10 M18SHS 8x10 3x6 8x10 7x10 MT20HS 3x6 3x6 2x4 2x4 5x10 MT20HS 2x4 5x10 MT20HS 18-0-0 8- 1 - 1 4 6- 5 - 1 8-10-4 8-10-4 18-0-0 9-1-12 27-1-12 9-1-12 36-0-0 8-10-4 -2-0-0 2-0-0 4-6-14 4-6-14 8-10-4 4-3-6 10-7-8 1-9-4 12-2-11 1-7-3 18-0-0 5-9-5 23-9-5 5-9-5 25-4-8 1-7-3 27-1-12 1-9-4 31-5-2 4-3-6 36-0-0 4-6-14 38-0-0 2-0-0 3- 0 - 0 13 - 6 - 0 3- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-0-12], [8:0-5-0,0-0-12], [13:0-4-12,0-3-0], [15:0-4-12,0-3-0] 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 0.53 0.86 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.68 0.05 -0.08 (loc) 13-15 13-15 12 15-16 l/defl >937 >626 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 341 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x10 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 2x12 DF SS 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 5-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 3-16, 9-12 JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=2394/0-5-8 (min. 0-2-13), 12=2394/0-5-8 (min. 0-2-13) Max Horz16=-246(LC 10) Max Grav16=2618(LC 18), 12=2618(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2984/0, 4-5=-2506/0, 5-19=-794/96, 6-19=-552/116, 6-20=-552/116, 7-20=-795/96, 7-8=-2509/0, 8-9=-2984/0, 2-16=-432/153, 10-12=-432/153 BOT CHORD 15-16=0/2213, 14-15=0/2490, 13-14=0/2507, 12-13=0/2095 WEBS 8-13=0/1039, 9-13=0/615, 4-15=0/1044, 3-15=0/613, 5-17=-2109/0, 7-17=-2109/0, 3-16=-3163/0, 9-12=-3162/0 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=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 1-6-5, Interior(1) 1-6-5 to 18-0-0, Exterior(2) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 38-0-14 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).8-13, 4-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0351-20 Truss A1G Truss Type GABLE Qty 1 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:01 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-xHdaa5_cYbmACqRzAzOHNBEYKh5sze6F8Mfzb9zXlRq Scale = 1:87.9 T2 T2 B1 W4 W3 W4 W3 B2 B1 W5 W6 W1 W2 W1W2 T1 T1 B3 ST8ST7 ST6 ST4 ST5 ST3 ST1 ST2 ST8 ST7 ST6 ST4 ST5 ST3 ST1 ST21 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 8x10 9x10 M18SHS 3x6 9x10 M18SHS 8x10 3x6 8x10 7x8 3x6 3x6 4x6 4x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 18-0-0 8- 1 - 1 4 6- 5 - 1 8-10-4 8-10-4 18-0-0 9-1-12 27-1-12 9-1-12 36-0-0 8-10-4 -2-0-0 2-0-0 4-6-14 4-6-14 8-10-4 4-3-6 10-7-8 1-9-4 12-2-11 1-7-3 18-0-0 5-9-5 23-9-5 5-9-5 25-4-8 1-7-3 27-1-12 1-9-4 31-5-2 4-3-6 36-0-0 4-6-14 38-0-0 2-0-0 3- 0 - 0 13 - 6 - 0 3- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-2-4], [16:0-3-8,0-3-0], [18:0-3-8,0-3-0], [22:0-3-0,0-2-4] 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 0.31 0.86 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.01 0.00 (loc) 16-18 16-18 12 18 l/defl >950 >655 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 397 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x10 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 2x12 DF SS WEBS 2x4 DF Stud/Std *Except* W5: 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 4-3-13 oc bracing. JOINTS 1 Brace at Jt(s): 23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-0-0. (lb) - Max Horz22=-246(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 12 except 19=-1449(LC 16), 21=-122(LC 16), 15=-1445(LC 16), 13=-122(LC 16) Max Grav All reactions 250 lb or less at joint(s) 21, 13 except 18=2477(LC 18), 16=2444(LC 19), 22=1246(LC 1), 12=1246(LC 1), 20=620(LC 16), 14=618(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-968/120, 4-5=-1157/191, 5-6=-942/107, 6-7=-942/107, 7-8=-1157/191, 8-9=-968/121, 2-22=-406/160, 10-12=-406/159 BOT CHORD 21-22=-34/717, 20-21=-34/717, 19-20=-34/717, 18-19=-30/727, 17-18=0/796, 16-17=0/804, 15-16=-17/727, 14-15=-21/717, 13-14=-21/717, 12-13=-21/717 WEBS 8-16=-859/94, 4-18=-859/92, 3-22=-1081/53, 9-12=-1081/45 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=36ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -2-0-14 to 1-6-5, Exterior(2) 1-6-5 to 18-0-0, Corner(3) 18-0-0 to 21-7-3, Exterior(2) 21-7-3 to 38-0-14 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-23, 7-23; Wall dead load (5.0psf) on member(s).8-16, 4-18 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12 except (jt=lb) 19=1449, 21=122, 15=1445, 13=122. 12) 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 B0351-20 Truss A1G Truss Type GABLE Qty 1 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:01 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-xHdaa5_cYbmACqRzAzOHNBEYKh5sze6F8Mfzb9zXlRq NOTES- 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0351-20 Truss A2 Truss Type Attic Qty 5 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:02 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-PTBynR?EJvu1q_0AkhwWwOmeZ5VXi8LON0OX7czXlRp Scale = 1:81.5 T2 T2 B1 W4 W3 W4 W3 B2 B1 W5 W6 W1 W2 W1 W2T1 T1 B3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 13 12 18 19 20 21 22 14 8x10 10x10 3x6 10x10 8x10 3x6 8x10 8x10 3x6 3x6 2x4 2x4 4x6 2x4 4x6 18-0-0 8- 1 - 1 4 6- 5 - 1 8-10-4 8-10-4 18-0-0 9-1-12 23-3-12 5-3-12 27-1-12 3-10-0 36-0-0 8-10-4 -2-0-0 2-0-0 4-6-14 4-6-14 8-10-4 4-3-6 10-7-8 1-9-4 12-2-11 1-7-3 18-0-0 5-9-5 23-9-5 5-9-5 25-4-8 1-7-3 27-1-12 1-9-4 31-5-2 4-3-6 36-0-0 4-6-14 38-0-0 2-0-0 3- 0 - 0 13 - 6 - 0 3- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [12:0-2-12,0-2-4], [13:0-4-12,Edge], [16:0-4-12,Edge], [17:0-2-12,0-2-4] 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 0.60 0.64 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.48 0.03 -0.06 (loc) 14-16 14-16 12 14-16 l/defl >817 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 341 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 2x12 DF SS 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 1 Row at midpt 3-17, 9-12 JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=2183/0-5-8 (min. 0-2-6), 12=2004/0-3-8 (min. 0-2-2), 14=600/0-5-8 (min. 0-1-8) Max Horz17=-246(LC 10) Max Uplift12=-29(LC 12) Max Grav17=2240(LC 18), 12=2004(LC 1), 14=1397(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2248/0, 4-5=-1881/70, 5-20=-789/86, 6-20=-702/109, 6-21=-634/89, 7-21=-874/69, 7-8=-1989/65, 8-9=-2094/1, 2-17=-437/147, 10-12=-431/152 BOT CHORD 16-17=0/1771, 15-16=0/1851, 14-15=0/1860, 13-14=0/1865, 12-13=0/1454 WEBS 8-13=-472/146, 9-13=0/634, 4-16=0/826, 3-16=0/292, 5-18=-1343/15, 7-18=-1343/15, 3-17=-2352/0, 9-12=-2202/0 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=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 1-6-5, Interior(1) 1-6-5 to 18-0-0, Exterior(2) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 38-0-14 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18; Wall dead load (5.0psf) on member(s).8-13, 4-16 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16, 13-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0351-20 Truss A2G Truss Type GABLE Qty 1 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:03 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-tflK?n0s4D0uR8bMIORlScJqKVtaRe2Xbg84g2zXlRo Scale = 1:92.5 T2 T2 B1 W4 W3 W4 W3 B2 B1 W5 W6 W1 W2 W1 W2T1 B3 ST8ST7 ST6 ST4 ST5 ST3 ST1 ST2 ST8 ST7 ST6 ST4 ST5 ST3 ST1 ST2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 13 12 21 47 48 49 50 14 8x10 10x10 3x6 10x10 8x10 3x6 8x10 7x10 MT20HS 3x6 3x6 4x6 4x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 18-0-0 8- 1 - 1 4 6- 5 - 1 8-10-4 8-10-4 18-0-0 9-1-12 23-3-12 5-3-12 27-1-12 3-10-0 36-0-0 8-10-4 -2-0-0 2-0-0 4-6-14 4-6-14 8-10-4 4-3-6 10-7-8 1-9-4 12-2-11 1-7-3 18-0-0 5-9-5 23-9-5 5-9-5 25-4-8 1-7-3 27-1-12 1-9-4 31-5-2 4-3-6 36-0-0 4-6-14 38-0-0 2-0-0 3- 0 - 0 13 - 6 - 0 3- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-2-4], [13:0-4-12,Edge], [16:0-4-12,Edge], [20:0-3-0,0-2-4] 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 0.54 0.46 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.02 (loc) 14-16 14-16 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 397 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x10 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 2x12 DF SS WEBS 2x4 DF Stud/Std *Except* W5: 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 3-20, 9-12 JOINTS 1 Brace at Jt(s): 21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-6-8 except (jt=length) 12=0-3-8, 14=0-5-8. (lb) - Max Horz20=-246(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 19 except 20=-107(LC 12), 12=-107(LC 12), 17=-739(LC 16) Max Grav All reactions 250 lb or less at joint(s) 19 except 16=1811(LC 24), 20=1572(LC 1), 12=1669(LC 1), 18=337(LC 16), 14=1610(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1396/130, 4-5=-1473/176, 5-48=-924/59, 6-48=-682/81, 6-49=-796/82, 7-49=-883/67, 7-8=-1459/166, 8-9=-1424/121, 2-20=-414/153, 10-12=-434/150 BOT CHORD 19-20=-34/1005, 18-19=-34/1005, 17-18=-34/1005, 16-17=-32/1009, 15-16=0/1159, 14-15=0/1161, 13-14=0/1172, 12-13=-23/1038 WEBS 8-13=-517/37, 4-16=-815/81, 3-16=0/293, 5-21=-507/155, 7-21=-507/155, 3-20=-1502/66, 9-12=-1504/54 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=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 1-6-5, Interior(1) 1-6-5 to 18-0-0, Exterior(2) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 38-0-14 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-21, 7-21; Wall dead load (5.0psf) on member(s).8-13, 4-16 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16, 13-14 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 20=107, 12=107, 17=739. Continued on page 2 Job B0351-20 Truss A2G Truss Type GABLE Qty 1 Ply 1 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:03 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-tflK?n0s4D0uR8bMIORlScJqKVtaRe2Xbg84g2zXlRo NOTES- 12) 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. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0351-20 Truss A3GD Truss Type ATTIC GIRDER Qty 1 Ply 2 Eric Walz(DW3/11)revised 3/23 Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Tue Mar 24 09:26:05 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wYimQnW4T5kZMGiPx?sHrgzbzps-p2s5QS17cqGchRllPpTDX1ODuIZbvVcq3_dBkwzXlRm Scale = 1:81.5 T2 T2 B1 W4 W3 B2 W4 W3 W5 W6 W1 W2 W1W2 T1 T1 B1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 14 13 12 19 20 21 22 23 15 8x10 7x8 3x6 5x6 8x10 7x8 3x6 5x6 8x10 3x6 3x6 2x4 2x4 5x6 2x4 5x6 18-0-0 6- 5 - 1 8- 1 - 1 4 8-10-4 8-10-4 13-8-1 4-9-13 18-0-0 4-3-15 23-3-12 5-3-12 27-1-12 3-10-0 36-0-0 8-10-4 -2-0-0 2-0-0 4-6-14 4-6-14 8-10-4 4-3-6 10-7-8 1-9-4 12-2-11 1-7-3 14-3-12 2-1-1 18-0-0 3-8-4 21-8-4 3-8-4 23-9-5 2-1-1 25-4-8 1-7-3 27-1-12 1-9-4 31-5-2 4-3-6 36-0-0 4-6-14 38-0-0 2-0-0 3- 0 - 0 13 - 6 - 0 3- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [3:0-4-12,Edge], [9:0-4-12,Edge], [12:0-3-0,0-3-8], [14:0-3-0,0-3-0], [17:0-3-0,0-3-0], [18:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.42 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.02 -0.03 (loc) 15-17 15-17 12 15-17 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 731 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x12 DF SS WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 19, 2, 10 REACTIONS.(lb/size) 18=3259/0-5-8 (min. 0-1-13), 12=2976/0-3-8 (min. 0-1-9), 15=953/0-5-8 (min. 0-1-8) Max Horz18=-362(LC 10) Max Uplift12=-34(LC 12) Max Grav18=3374(LC 18), 12=2976(LC 1), 15=2055(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-251/113, 3-4=-3407/0, 4-5=-2833/84, 5-21=-1195/139, 6-21=-1065/163, 6-22=-941/140, 7-22=-1305/110, 7-8=-3006/84, 8-9=-3263/0, 2-18=-651/223, 10-12=-641/226 BOT CHORD 17-18=0/2702, 16-17=0/2846, 15-16=0/2846, 14-15=0/2846, 13-14=0/2324, 12-13=0/2324 WEBS 8-14=-788/491, 9-14=0/811, 4-17=-15/1179, 3-17=0/377, 5-19=-2085/0, 7-19=-2085/0, 6-19=0/291, 3-18=-3548/0, 9-12=-3388/0 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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x12 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -2-0-14 to 1-6-5, Interior(1) 1-6-5 to 18-0-0, Exterior(2) 18-0-0 to 21-7-3, Interior(1) 21-7-3 to 38-0-14 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 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-19, 7-19; Wall dead load (5.0psf) on member(s).8-14, 4-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-17, 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard