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HomeMy WebLinkAboutTRUSS SPECS - 20-00659 - 991 Pine Brook Ln - New SFRJob 20-57589 Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:09 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-I97gj2bNuenqJZHOB1w60xs7x_kPN9OiUvqTIfybObC Scale = 1:62.7 0 -1 -11 0 -1 -11 T1 T2 T3 T4 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 T5 B2B31 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 4x6 4x6 5x8 4x12 2x4 3x5 5x6 4x5 3x4 6x8 3x8 3x4 3x4 3x4 4x5 4x5 5x6 4x5 7-1-12 7-1-12 14-0-0 6-10-4 14-8-0 0-8-0 18-8-0 4-0-0 26-2-4 7-6-4 34-0-0 7-9-12 -2-0-0 2-0-0 7-1-12 7-1-12 14-0-0 6-10-4 14-8-0 0-8-0 18-8-0 4-0-0 23-8-3 5-0-3 28-8-5 5-0-3 34-0-0 5-3-11 1 -2 -0 8 -0 -5 6 -2 -08-2 -0 6 -2 -0 8 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-0,0-1-15], [18:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.70 0.43 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.07 0.05 (loc) 14-16 12-14 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 216 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W 5,W 8,W 11: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-5 max.): 5-6, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 7-16, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=1747/Mechanical, 19=1939/0-5-8 (min. 0-2-4) Max Horz 19=227(LC 11) Max Uplift11=-111(LC 13), 19=-94(LC 12) Max Grav 11=1978(LC 35), 19=2124(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2958/384, 20-21=-2825/394, 21-22=-2819/395, 22-23=-2753/400, 3-23=-2674/408, 3-24=-2362/420, 4-24=-2166/421, 4-5=-2137/432, 5-6=-1917/436, 6-25=-2132/452, 7-25=-2233/440, 7-26=-2537/476, 8-26=-2536/476, 8-27=-1871/333, 27-28=-1871/333, 9-28=-1871/333, 10-11=-271/76, 2-19=-2049/422 BOT CHORD 18-19=-221/312, 17-18=-264/2521, 16-17=-170/1920, 15-16=-281/2530, 14-15=-281/2530, 13-14=-222/2211, 12-13=-222/2211, 11-12=-116/1459 WEBS 3-17=-700/119, 5-17=-37/825, 6-17=-491/312, 6-16=-169/957, 7-16=-1335/195, 7-14=-526/147, 8-14=-94/874, 8-12=-978/207, 9-12=-102/1162, 9-11=-2182/296, 2-18=-263/2247 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 10-7-3, Exterior(2R) 10-7-3 to 18-0-13, Interior(1) 18-0-13 to 30-5-7, Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=111. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 20-57589 Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:09 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-I97gj2bNuenqJZHOB1w60xs7x_kPN9OiUvqTIfybObC LOAD CASE(S)Standard Job 20-57589 Truss A6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:10 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-mLh2wOb?fyvhxjsaklRLY8PMYO9X6gCsiZa0r6ybObB Scale = 1:41.6 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2 ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 1 2 3 4 5 6 15 14 13 12 11 9 8 7 34 35 36 37 38 39 10 4x5 3x4 3x8 3x4 4x5 3x4 4x5 5x6 5x6 5-2-12 5-2-12 10-2-0 4-11-4 12-0-0 1-10-0 15-1-4 3-1-4 20-4-0 5-2-12 -2-0-0 2-0-0 5-2-12 5-2-12 10-2-0 4-11-4 15-1-4 4-11-4 20-4-0 5-2-12 1 -2 -0 6 -3 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [9:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.39 0.12 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0 except (jt=length) 7=0-3-8, 10=0-3-8. (lb) - Max Horz 15=101(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 11, 14, 7, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 10 except 15=471(LC 19), 11=985(LC 20), 14=635(LC 19), 7=521(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-37=0/267, 5-38=-398/106, 38-39=-477/98, 6-39=-590/95, 2-15=-426/213, 6-7=-468/115 BOT CHORD 10-11=-6/457, 9-10=-6/457, 8-9=-6/457 WEBS 4-11=-498/115, 5-11=-712/182, 3-14=-529/124, 6-8=0/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-2-0, Exterior(2R) 7-2-0 to 13-2-0, Interior(1) 13-2-0 to 17-2-4, Exterior(2E) 17-2-4 to 20-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11, 14, 7, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss A7 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:11 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-EXFQ8kceQF1YYtRnISya5MxX5oRcr5H?xDJaNYybObA Scale = 1:39.7 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x5 2x4 1.5x4 3x5 3x4 4x5 3x8 4x5 4x6 3x6 5-2-12 5-2-12 11-9-4 6-6-8 20-4-0 8-6-12 -2-0-0 2-0-0 5-2-12 5-2-12 10-2-0 4-11-4 15-1-4 4-11-4 20-4-0 5-2-12 1 -2 -0 6 -3 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.40 0.32 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.00 0.00 (loc) 7-9 7-9 9 10 l/defl >999 >549 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=715/0-5-8 (min. 0-1-8), 9=1237/0-5-8 (min. 0-1-8), 7=312/0-3-8 (min. 0-1-8) Max Horz 11=101(LC 9) Max Uplift11=-61(LC 12), 9=-42(LC 13), 7=-21(LC 13) Max Grav 11=830(LC 19), 9=1237(LC 1), 7=400(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-744/95, 12-13=-653/97, 3-13=-553/113, 4-15=0/326, 2-11=-781/262 BOT CHORD 9-10=-31/584, 8-9=-49/264, 7-8=-49/264 WEBS 3-9=-717/153, 4-9=-520/129, 5-9=-624/226, 2-10=-37/578 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-2-0, Exterior(2R) 7-2-0 to 13-2-0, Interior(1) 13-2-0 to 17-2-4, Exterior(2E) 17-2-4 to 20-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss B2 Truss Type Common Qty 4 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-bV2JBRgmFogqfeJk5?YloPeNbpAqWOUk5V1L2lybOb5 Scale = 1:44.7 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 4x5 2x4 3x4 3x8 3x4 4x5 3x4 4x5 4x6 2x4 4x6 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 -2-0-0 2-0-0 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 24-10-0 2-0-0 1 -2 -0 6 -10 -8 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.48 0.25 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.02 (loc) 9-11 9-11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 124 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=1352/0-3-8 (min. 0-1-8), 8=1352/0-3-8 (min. 0-1-8) Max Horz 13=-104(LC 10) Max Uplift13=-83(LC 12), 8=-83(LC 13) Max Grav 13=1413(LC 19), 8=1413(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1723/274, 14-15=-1538/275, 3-15=-1525/293, 3-16=-1255/289, 4-16=-1122/300, 4-17=-1122/300, 5-17=-1255/289, 5-18=-1525/293, 18-19=-1538/275, 6-19=-1723/274, 2-13=-1353/364, 6-8=-1353/364 BOT CHORD 11-12=-95/1452, 10-11=-95/1452, 9-10=-95/1452 WEBS 4-11=-78/574, 5-11=-592/124, 3-11=-592/124, 2-12=-181/1390, 6-9=-181/1390 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-5-0, Exterior(2R) 8-5-0 to 14-5-0, Interior(1) 14-5-0 to 21-10-0, Exterior(2E) 21-10-0 to 24-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss B3 Truss Type Common Qty 4 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:17 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-3hchOnhO05ohGouxfj3_KdBYDDVzFrFuJ9muaCybOb4 Scale = 1:43.7 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 4x5 2x4 3x4 3x8 3x4 4x5 3x4 4x5 5x6 2x4 5x6 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 -2-0-0 2-0-0 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 1 -2 -0 6 -10 -8 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.49 0.26 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.02 (loc) 8-10 8-10 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 121 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1361/0-3-8 (min. 0-1-8), 7=1164/0-3-8 (min. 0-1-8) Max Horz 12=108(LC 11) Max Uplift12=-83(LC 12), 7=-51(LC 13) Max Grav 12=1416(LC 19), 7=1224(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1729/283, 13-14=-1544/284, 3-14=-1531/303, 3-15=-1262/299, 4-15=-1138/311, 4-16=-1138/312, 5-16=-1273/294, 5-17=-1565/318, 17-18=-1578/308, 6-18=-1762/306, 2-12=-1356/370, 6-7=-1163/241 BOT CHORD 10-11=-171/1457, 9-10=-193/1498, 8-9=-193/1498 WEBS 4-10=-92/596, 5-10=-631/150, 3-10=-592/123, 2-11=-191/1396, 6-8=-169/1351 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-5-0, Exterior(2R) 8-5-0 to 14-5-0, Interior(1) 14-5-0 to 19-8-4, Exterior(2E) 19-8-4 to 22-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss B4 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:18 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-XtA4c7i1nPwYuxT7CQaDtqkj4csM_Ix1YpWS7eybOb3 Scale = 1:43.5 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 4x5 2x4 3x4 3x4 4x5 3x8 3x4 4x5 4x6 2x4 4x6 5-10-4 5-10-4 11-5-0 5-6-12 16-9-12 5-4-12 22-6-0 5-8-4 -2-0-0 2-0-0 5-10-4 5-10-4 11-5-0 5-6-12 16-9-12 5-4-12 22-6-0 5-8-4 1 -2 -0 6 -10 -8 1 -4 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.48 0.25 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.02 (loc) 10-11 10-11 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 120 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1344/0-3-8 (min. 0-1-8), 7=1146/Mechanical Max Horz 12=111(LC 9) Max Uplift12=-83(LC 12), 7=-50(LC 13) Max Grav 12=1403(LC 19), 7=1207(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1708/281, 13-14=-1523/282, 3-14=-1510/300, 3-15=-1237/296, 4-15=-1104/307, 4-16=-1104/310, 5-16=-1232/291, 5-17=-1463/307, 17-18=-1547/298, 6-18=-1659/295, 2-12=-1344/369, 6-7=-1149/240 BOT CHORD 10-11=-169/1438, 9-10=-178/1407, 8-9=-178/1407 WEBS 3-10=-596/126, 4-10=-92/572, 5-10=-571/140, 2-11=-188/1377, 6-8=-167/1307 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-5-0, Exterior(2R) 8-5-0 to 14-5-0, Interior(1) 14-5-0 to 19-4-4, Exterior(2E) 19-4-4 to 22-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss B5 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-?4kSpTifYj2PW52Jm85SQ2Gui0CVjliBnTF?f4ybOb2 Scale = 1:42.5 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2B2 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 4x5 2x4 3x4 3x4 4x5 3x8 3x4 4x5 4x6 2x4 4x6 5-10-4 5-10-4 11-5-0 5-6-12 16-9-12 5-4-12 22-6-0 5-8-4 5-10-4 5-10-4 11-5-0 5-6-12 16-9-12 5-4-12 22-6-0 5-8-4 1 -2 -0 6 -10 -8 1 -4 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.49 0.26 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.02 (loc) 9-10 9-10 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 117 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=1155/0-3-8 (min. 0-1-8), 6=1155/Mechanical Max Horz 11=96(LC 9) Max Uplift11=-51(LC 12), 6=-50(LC 13) Max Grav 11=1214(LC 18), 6=1211(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1747/313, 12-13=-1562/315, 2-13=-1549/326, 2-14=-1255/300, 3-14=-1119/319, 3-15=-1119/320, 4-15=-1239/302, 4-16=-1469/316, 16-17=-1552/307, 5-17=-1665/304, 1-11=-1154/246, 5-6=-1153/246 BOT CHORD 9-10=-199/1484, 8-9=-187/1413, 7-8=-187/1413 WEBS 2-9=-635/152, 3-9=-106/593, 4-9=-571/139, 1-10=-174/1338, 5-7=-176/1312 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-5-0, Exterior(2R) 8-5-0 to 14-5-0, Interior(1) 14-5-0 to 19-4-4, Exterior(2E) 19-4-4 to 22-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss D5 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:53 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-0coIy57_X9KabKermHiQoDgeAjoeg57BbmUor6ybOaW Scale: 1/4"=1' T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2 T3 B21 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 4x8 4x6 3x4 3x4 3x8 3x4 4x5 3x4 4x5 4x5 3x4 4x5 6-7-12 6-7-12 13-0-0 6-4-4 19-4-4 6-4-4 26-0-0 6-7-12 -2-0-0 2-0-0 6-7-12 6-7-12 13-0-0 6-4-4 19-4-4 6-4-4 26-0-0 6-7-12 1 -2 -0 7 -8 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [7:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.68 0.31 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.03 0.03 (loc) 9-11 9-11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 137 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1,W2,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=1525/0-5-8 (min. 0-1-11), 8=1329/Mechanical Max Horz 13=117(LC 9) Max Uplift13=-90(LC 12), 8=-59(LC 13) Max Grav 13=1555(LC 19), 8=1364(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1990/299, 3-14=-1770/321, 3-4=-1455/318, 4-5=-1318/329, 5-15=-1324/329, 6-15=-1457/318, 6-16=-1825/336, 7-16=-2020/322, 2-13=-1488/375, 7-8=-1297/251 BOT CHORD 11-12=-181/1681, 10-11=-204/1719, 9-10=-204/1719 WEBS 5-11=-89/705, 6-11=-721/159, 3-11=-685/132, 2-12=-193/1566, 7-9=-173/1532 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-10-4, Exterior(2E) 22-10-4 to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss D6 Truss Type Common Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:54 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-UpLh9R8cITSRCUD2J_DfKQDp_77zPYsKqQELNYybOaV Scale = 1:49.6 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2 T3 T4 B21 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x8 4x6 3x4 3x4 3x4 3x8 3x4 4x5 3x4 4x5 4x6 3x4 4x6 6-7-12 6-7-12 13-0-0 6-4-4 19-4-4 6-4-4 26-0-0 6-7-12 -2-0-0 2-0-0 6-7-12 6-7-12 13-0-0 6-4-4 19-4-4 6-4-4 26-0-0 6-7-12 28-0-0 2-0-0 1 -2 -0 7 -8 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [8:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.68 0.30 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.03 0.03 (loc) 11-13 11-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1,W2,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1517/0-5-8 (min. 0-1-10), 10=1517/0-5-8 (min. 0-1-10) Max Horz 15=-113(LC 10) Max Uplift15=-90(LC 12), 10=-90(LC 13) Max Grav 15=1552(LC 19), 10=1552(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1984/290, 3-16=-1764/312, 3-4=-1440/309, 4-5=-1304/319, 5-17=-1311/318, 6-17=-1440/307, 6-7=-1764/313, 7-18=-1898/291, 8-18=-1984/291, 2-15=-1485/370, 8-10=-1485/370 BOT CHORD 13-14=-108/1676, 12-13=-110/1676, 11-12=-110/1676 WEBS 5-13=-76/685, 6-13=-685/135, 3-13=-685/133, 2-14=-183/1560, 8-11=-185/1560 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 25-0-0, Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E1 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:55 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-y?v3Nn8E3naIqdoEtikutem2tXRL8zTU23zvv?ybOaU Scale = 1:39.7 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 B21 2 3 4 5 6 7 15 14 13 12 10 9 8 31 32 33 34 35 36 11 4x5 3x5 3x8 4x5 4x5 3x4 3x6 3x6 3x4 6-8-0 6-8-0 9-3-0 2-7-0 18-6-0 9-3-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-3-0 4-5-12 13-8-12 4-5-12 18-6-0 4-9-4 20-6-0 2-0-0 1 -2 -0 5 -9 -8 1 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.41 0.42 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 0.02 0.02 (loc) 8-10 8-10 8 8-10 l/defl >999 >507 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 129 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-11-8 except (jt=length) 8=0-5-8, 11=0-3-8. (lb) - Max Horz 15=92(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8 except 15=-104(LC 12), 12=-221(LC 1), 11=-228(LC 5) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14 except 15=1137(LC 19), 8=1191(LC 20), 11=262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-33=-949/241, 4-33=-811/252, 4-34=-811/252, 5-34=-948/241, 2-15=-386/235, 6-8=-427/218 BOT CHORD 14-15=-99/1036, 13-14=-99/1036, 12-13=-99/1036, 11-12=-99/1036, 10-11=-99/1036, 9-10=-94/1047, 8-9=-94/1047 WEBS 4-10=-41/357, 5-10=-403/155, 3-10=-389/161, 3-15=-1254/247, 5-8=-1171/282 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-3-0, Exterior(2R) 6-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-6-0, Exterior(2E) 17-6-0 to 20-6-0 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 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 15=104, 12=221, 11=228. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E2 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:56 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-QBTRa79sq4i9SnNQRPG7QrIEXxmUtQgdHjjSSRybOaT Scale = 1:37.8 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x5 3x5 3x8 4x5 4x5 3x4 3x6 3x6 3x4 9-3-0 9-3-0 18-6-0 9-3-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-3-0 4-5-12 13-8-12 4-5-12 18-6-0 4-9-4 20-6-0 2-0-0 1 -2 -0 5 -9 -8 1 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.35 0.49 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 0.01 (loc) 8-10 8-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 97 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=1127/0-5-8 (min. 0-1-8), 8=1127/0-5-8 (min. 0-1-8) Max Horz 11=92(LC 11) Max Uplift11=-73(LC 12), 8=-73(LC 13) Max Grav 11=1225(LC 19), 8=1225(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-1026/251, 4-14=-891/262, 4-15=-891/262, 5-15=-1026/251, 2-11=-420/220, 6-8=-420/220 BOT CHORD 10-11=-102/1103, 9-10=-102/1103, 8-9=-102/1103 WEBS 4-10=-49/427, 5-10=-386/154, 3-10=-386/154, 3-11=-1260/288, 5-8=-1260/288 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-3-0, Exterior(2R) 6-3-0 to 12-3-0, Interior(1) 12-3-0 to 17-6-0, Exterior(2E) 17-6-0 to 20-6-0 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:59 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-qm9aD8Bk7?4kJF5?6Xpq1UwkZ8to4xf3zhx62mybOaQ Scale = 1:25.3 T1 T2 B1 W1 EV1 WCL2 EV2 WCR2 ST1 ST2 1 2 3 4 5 8 7 6 13 14 15 16 17 18 4x5 1.5x4 1.5x4 4x8 4x6 4x6 1.5x4 1.5x4 1.5x4 1.5x4 5-2-0 5-2-0 10-4-0 5-2-0 -2-0-0 2-0-0 5-2-0 5-2-0 10-4-0 5-2-0 12-4-0 2-0-0 1 -2 -0 3 -9 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.43 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 60 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=702/0-3-8 (min. 0-1-8), 6=702/0-3-8 (min. 0-1-8) Max Horz 8=-69(LC 10) Max Uplift8=-55(LC 12), 6=-55(LC 13) Max Grav 8=898(LC 19), 6=898(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-584/185, 14-15=-465/191, 3-15=-414/202, 3-16=-414/202, 16-17=-465/191, 4-17=-584/185, 2-8=-852/375, 4-6=-852/375 WEBS 2-7=-17/354, 4-7=-17/354 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-2-0, Exterior(2R) 2-2-0 to 8-2-0, Interior(1) 8-2-0 to 9-4-0, Exterior(2E) 9-4-0 to 12-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E5 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:00 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-IzjyQUCNuJCbwPgBgFK3ahTteYC?pNeDCLhgbCybOaP Scale: 1/2"=1' T1 T2 B1 W1 EV1 WCL2 EV2 WCR2 1 2 3 4 7 6 5 8 9 10 11 4x5 1.5x4 1.5x4 4x8 5x6 5x6 5-2-0 5-2-0 10-4-0 5-2-0 -2-0-0 2-0-0 5-2-0 5-2-0 10-4-0 5-2-0 1 -2 -0 3 -9 -0 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.54 0.13 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 5-6 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 52 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=722/0-3-8 (min. 0-1-8), 5=503/0-3-8 (min. 0-1-8) Max Horz 7=72(LC 9) Max Uplift7=-55(LC 12), 5=-22(LC 13) Max Grav 7=906(LC 19), 5=631(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-598/205, 9-10=-480/211, 3-10=-442/222, 3-11=-437/215, 4-11=-613/205, 2-7=-859/385, 4-5=-584/220 WEBS 2-6=-43/404, 4-6=-14/326 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-2-0, Exterior(2R) 2-2-0 to 7-2-4, Exterior(2E) 7-2-4 to 10-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:01 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-n9HKdqD?fdKRYYFOEyrI7v06gyaxYqwMR?QD7eybOaO Scale = 1:25.7 EV1 T1 T2 EV2 B1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x4 4x5 3x4 12-0-0 12-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 12-0-0 6-0-0 14-0-0 2-0-0 1 -2 -0 4 -2 -0 1 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-R 0.26 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 W eight: 59 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 16=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 15, 11 except 16=390(LC 19), 10=390(LC 20), 13=259(LC 1), 14=347(LC 19), 12=347(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-370/271, 8-10=-370/271 WEBS 4-14=-306/161, 6-12=-306/161 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 11-0-0, Corner(3E) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:02 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-FLqirAEdQwTIAiqangMXf6YH6Mw8HHBWgfAnf5ybOaN Scale = 1:24.3 T1 T2 B1 EV1 EV2 ST1 ST2 ST3 ST4 ST5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 4x5 3x4 3x4 11-2-0 11-2-0 -2-0-0 2-0-0 5-7-0 5-7-0 11-2-0 5-7-0 13-2-0 2-0-0 1 -2 -0 3 -11 -8 1 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-R 0.28 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 W eight: 55 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 16=-71(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 15, 11 except 16=411(LC 19), 10=411(LC 20), 13=256(LC 1), 14=354(LC 19), 12=354(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-393/299, 8-10=-393/299 WEBS 4-14=-312/170, 6-12=-312/170 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 2-7-0, Corner(3R) 2-7-0 to 8-7-0, Exterior(2N) 8-7-0 to 10-2-0, Corner(3E) 10-2-0 to 13-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss E9 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-BkyTGsFtxYj0P0_zv5P?kXecQ9aElBCp7zftkzybOaL Scale = 1:25.9 T1 T2 B1 EV1 WCL2 EV2 1 2 3 4 6 5 7 8 9 5x8 2x4 4x5 4x6 3-0-0 3-0-0 5-7-0 2-7-0 6-0-0 0-5-0 -2-0-0 2-0-0 5-7-0 5-7-0 6-0-0 0-5-0 1 -2 -0 3 -11 -8 3 -9 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-0-0,0-1-15], [4:0-1-12,0-0-14] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.36 0.18 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=511/0-5-8 (min. 0-1-8), 5=263/Mechanical Max Horz 6=130(LC 9) Max Uplift6=-45(LC 12), 5=-32(LC 9) Max Grav 6=514(LC 19), 5=279(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-457/315 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-7-0, Exterior(2R) 2-7-0 to 5-7-0, Exterior(2E) 5-7-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss F1 Truss Type Monopitch Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:05 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-fwWrTCGVirrt1AZ9TowEHlAolZsIUdAyMdORGQybOaK Scale = 1:20.0 T1 EV2 B1 W1 HW1 1 2 3 4 5 6 7 8 9 1.5x4 3x6 4x5 1.5x4 3x4 -2-0-0 2-0-0 3-9-0 3-9-0 7-6-0 3-9-0 0 -10 -0 3 -4 -0 3 -0 -8 0 -3 -8 3 -4 -0 4.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.26 0.45 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >647 >323 n/a **** L/d 360 240 n/a 240 PLATES MT20 W eight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud SLIDER Left 2x6 DF SS -t 1-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=573/0-3-8 (min. 0-1-8), 6=360/0-1-8 (min. 0-1-8) Max Horz 2=102(LC 9) Max Uplift2=-99(LC 8), 6=-33(LC 12) Max Grav 2=733(LC 19), 6=502(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-675/253, 3-8=-561/256, 3-4=-555/260 BOT CHORD 2-6=-250/498 WEBS 4-6=-546/340 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-4-4, Exterior(2E) 4-4-4 to 7-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J1 Truss Type Jack-Open Qty 32 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-3VCz5DIO?mDSudHk8wTxvNoBGmwJh?ZO2bd5tkybOaH Scale = 1:24.7 EV1 T1 B1 WCL2 1 2 6 5 7 8 9 3 4 1.5x4 3x4 3x4 3-0-0 3-0-0 6-0-0 3-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 1 -2 -0 4 -2 -0 3 -9 -5 4 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.75 0.23 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.03 0.05 (loc) 5 5 3 5 l/defl >999 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 25 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=515/0-5-8 (min. 0-1-8), 3=210/Mechanical, 4=58/Mechanical Max Horz 6=100(LC 12) Max Uplift6=-24(LC 12), 3=-71(LC 12) Max Grav 6=680(LC 19), 3=346(LC 19), 4=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-622/210 BOT CHORD 5-6=-299/74 WEBS 2-5=-78/315 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-8-5, Exterior(2R) 1-8-5 to 5-11-4 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J1A Truss Type Jack-Partial Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:09 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-YhlMJZJ0m4LJWnswie?ARbLRVA8aQSbYHFMePBybOaG Scale = 1:24.7 EV1 T1 B1 B2 B3 W2 W5 1 2 3 9 8 7 6 10 11 12 4 5 3x4 1.5x4 1.5x4 3x4 3x10 3x4 2-5-8 2-5-8 4-1-0 1-7-8 6-0-0 1-11-0 -2-0-0 2-0-0 1-4-8 1-4-8 2-5-8 1-1-0 4-1-0 1-7-8 6-0-0 1-11-0 1 -2 -0 4 -2 -0 3 -2 -0 3 -9 -5 1 -0 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.40 0.74 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.05 0.04 (loc) 7 6-7 5 6-7 l/defl >803 >595 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=515/0-5-8 (min. 0-1-8), 4=169/Mechanical, 5=98/Mechanical Max Horz 9=100(LC 12) Max Uplift9=-24(LC 12), 4=-45(LC 12), 5=-8(LC 12) Max Grav 9=680(LC 19), 4=262(LC 19), 5=141(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-483/375 BOT CHORD 8-9=-11/381, 6-7=-301/376 WEBS 7-9=-420/12, 3-6=-434/347 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-8-5, Exterior(2R) 1-8-5 to 5-11-4 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J2 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:10 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-0uJkWvKeXNTA7xR6FLWP_ouceaf59vChVv6CxdybOaF Scale = 1:18.8 EV1 T1 B1 WCL2 1 2 6 5 3 4 1.5x4 3x4 3x4 2-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 3-10-15 1-10-15 1 -2 -0 3 -1 -8 0 -4 -11 2 -8 -13 3 -1 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.44 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=406/0-5-8 (min. 0-1-8), 3=103/Mechanical, 4=18/Mechanical Max Horz 6=70(LC 9) Max Uplift6=-18(LC 12), 3=-38(LC 12), 4=-26(LC 12) Max Grav 6=626(LC 19), 3=162(LC 19), 4=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-607/170 WEBS 2-5=-53/271 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J2A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:11 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-U4t6kFLGIhb1l50Jp31eX0Qo7_?KuNqqkZslU3ybOaE Scale = 1:18.8 EV1 T1 B1 W2 1 5 4 2 3 1.5x4 3x4 3x4 2-0-0 2-0-0 2-0-0 2-0-0 3-10-15 1-10-15 1 -2 -0 3 -1 -8 0 -4 -11 2 -8 -13 3 -1 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.33 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4 2 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=174/0-5-8 (min. 0-1-8), 2=156/Mechanical, 3=18/Mechanical Max Horz 5=55(LC 9) Max Uplift2=-50(LC 12), 3=-14(LC 12) Max Grav 5=250(LC 19), 2=231(LC 19), 3=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J3 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-yGRUxbLu3?juNFbVNmYt3DzyQNLZdqC_zDbI0WybOaD Scale = 1:13.6 EV1 T1 B1 WCL2 1 2 6 5 7 3 4 1.5x4 3x4 3x4 2-0-0 2-0-0 -2-0-0 2-0-0 1-10-15 1-10-15 1 -2 -0 2 -1 -8 0 -3 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.42 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=383/0-5-8 (min. 0-1-8), 3=-37/Mechanical, 4=18/Mechanical Max Horz 6=46(LC 11) Max Uplift6=-35(LC 12), 3=-98(LC 18), 4=-10(LC 12) Max Grav 6=565(LC 19), 3=24(LC 8), 4=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-546/253 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-10-13 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J3A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-yGRUxbLu3?juNFbVNmYt3Dz25NLZdqN_zDbI0WybOaD Scale = 1:13.6 EV1 T1 B1 W2 1 5 4 2 3 1.5x4 3x4 3x4 1-10-15 1-10-15 2-0-0 0-1-1 1-10-15 1-10-15 2-0-0 0-1-1 1 -2 -0 2 -1 -8 0 -3 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.06 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4 2 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=92/0-5-8 (min. 0-1-8), 3=18/Mechanical, 2=74/Mechanical Max Horz 5=35(LC 9) Max Uplift3=-2(LC 9), 2=-24(LC 12) Max Grav 5=117(LC 18), 3=37(LC 5), 2=98(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 3, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J4 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:13 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-QT?s9xMXqIrl_OAhxT36cRV7undIMGz7BtLsYyybOaC Scale = 1:18.6 EV1 T1 B1 WCL2 1 2 6 5 3 4 1.5x4 3x4 3x4 2-0-0 2-0-0 6-0-0 4-0-0 -2-0-0 2-0-0 3-10-15 3-10-15 1 -2 -0 3 -1 -8 0 -3 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.44 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.04 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 21 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=446/0-3-8 (min. 0-1-8), 3=103/Mechanical, 4=58/Mechanical Max Horz 6=70(LC 9) Max Uplift6=-20(LC 12), 3=-38(LC 12) Max Grav 6=665(LC 19), 3=162(LC 19), 4=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-607/179 WEBS 2-5=-52/267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J4A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-ufZEMGN9bczbcYluUBaL8e2IeB?m5hwHQX4P4OybOaB Scale = 1:18.6 EV1 T1 B1 WCL2 W2 B2 W3 1 2 3 9 8 7 6 4 5 3x4 1.5x4 1.5x4 2x4 1.5x4 3x4 3x4 2-5-8 2-5-8 3-10-15 1-5-7 6-0-0 2-1-1 -2-0-0 2-0-0 2-5-8 2-5-8 3-10-15 1-5-7 6-0-0 2-1-1 1 -2 -0 3 -1 -8 0 -3 -8 1 -0 -0 6.00 12 Plate Offsets (X,Y)-- [7:0-1-14,0-0-6] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.44 0.10 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 -0.03 -0.01 -0.01 (loc) 7 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 26 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=437/0-5-8 (min. 0-1-8), 4=123/Mechanical, 5=44/Mechanical Max Horz 9=70(LC 9) Max Uplift9=-30(LC 12), 4=-12(LC 12) Max Grav 9=658(LC 19), 4=177(LC 19), 5=79(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-618/393 WEBS 7-9=-354/43 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J6 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-q2h?nyPP7DDJrsvGccdpE37eN?iVZeBaurZW9HybOa9 Scale = 1:13.8 EV1 T1 B1 WCL2 1 2 6 5 7 3 4 1.5x4 3x4 3x4 2-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 1 -2 -0 2 -2 -0 1 -9 -5 2 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.42 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=381/0-5-8 (min. 0-1-8), 3=-28/Mechanical, 4=18/Mechanical Max Horz 6=46(LC 11) Max Uplift6=-34(LC 12), 3=-92(LC 18), 4=-11(LC 12) Max Grav 6=564(LC 19), 3=22(LC 8), 4=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-546/247 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-11-14 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J7 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:17 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-JEEN_IP1tXMAT0TTAJ82mHgpAO2nI5Rj6VJ3hjybOa8 Scale = 1:13.8 EV1 T1 B1 WCL2 W2 1 2 3 5 4 6 1.5x4 3x4 1.5x4 3x4 2-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 1 -2 -0 2 -2 -0 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.42 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 W eight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=382/0-3-8 (min. 0-1-8), 4=-24/Mechanical Max Horz 5=46(LC 11) Max Uplift5=-35(LC 12), 4=-84(LC 18) Max Grav 5=564(LC 19), 4=27(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-547/255 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J8 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:18 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-nQolCeQferU15A2fj1fHJUDzYoOa1YCsL82dD9ybOa7 Scale = 1:13.8 EV1 T1 EV2 B1 1 2 3 5 4 6 3x6 4x5 1.5x4 1.5x4 -2-0-0 2-0-0 2-0-0 2-0-0 1 -2 -0 2 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-R 0.51 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 W eight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=382/2-0-0 (min. 0-1-8), 4=-24/2-0-0 (min. 0-1-8) Max Horz 5=89(LC 11) Max Uplift5=-50(LC 8), 4=-84(LC 18) Max Grav 5=564(LC 19), 4=38(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-515/551 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 1-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss LD01 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-FdM7P_RHP8cuiJdrHkAWrilFVCk5myN0aooAmcybOa6 Scale = 1:54.7 T1 T2 T3 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x4 3x4 3x4 3x4 3x4 17-10-15 17-10-15 8-5-10 8-5-10 9-5-5 0-11-11 17-10-15 8-5-10 9 -5 -10 9 -5 -10 13.42 12 Plate Offsets (X,Y)-- [6:0-1-6,Edge], [8:0-1-6,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.05 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 W eight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST1,ST5,ST9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 9-18, 5-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-10-15. (lb) - Max Horz 1=198(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 19, 14, 16, 17, 18, 23, 22, 21, 20 except 1=-103(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 14, 16, 17, 18, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 4-0-0, Exterior(2R) 4-0-0 to 13-10-15, Interior(1) 13-10-15 to 14-7-0, Exterior(2E) 14-7-0 to 17-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 19, 14, 16, 17, 18, 23, 22, 21, 20 except (jt=lb) 1=103. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss LD02 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-jpwWdKSwASklKTC1rShlOvIQIc3LVPU9oSXkI2ybOa5 Scale = 1:58.2 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 B2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 4x5 3x4 3x4 16-6-15 16-6-15 8-3-8 8-3-8 16-6-15 8-3-8 9 -3 -3 13.42 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.04 0.03 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 W eight: 98 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST1: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-6-15. (lb) - Max Horz 1=192(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 10, 12, 13, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 14, 10, 12, 13, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 5-3-8, Exterior(2R) 5-3-8 to 11-3-8, Interior(1) 11-3-8 to 13-3-0, Exterior(2E) 13-3-0 to 16-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 10, 12, 13, 17, 16, 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss LD02A Truss Type Lay-In Gable Qty 2 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:21 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-B?UuqgSYxmscydnEP9C_w7rb60PbEswJ16HHqUybOa4 Scale = 1:46.1 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 4x5 3x4 13-10-15 13-10-15 6-11-8 6-11-8 13-10-15 6-11-8 7 -9 -5 13.42 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.04 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 W eight: 87 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST1: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-10-15. (lb) - Max Horz 1=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 13, 10, 11, 12, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 10, 11, 12, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-11-8, Exterior(2R) 3-11-8 to 9-10-15, Interior(1) 9-10-15 to 10-7-0, Exterior(2E) 10-7-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13, 10, 11, 12, 16, 15, 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57589 Truss J5 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:15 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-Mr7dZcOnMw5SEiK42u5ahsbTfbJlqBmQfBqzdqybOaA Scale = 1:15.4 EV1 T1 B1 WCL2 1 2 6 5 7 3 8 4 1.5x4 3x4 3x4 6-0-0 6-0-0 -2-0-0 2-0-0 1-10-15 1-10-15 1 -2 -0 2 -1 -8 0 -3 -8 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-P 0.42 0.25 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.05 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=422/0-3-8 (min. 0-1-8), 3=-37/Mechanical, 4=58/Mechanical Max Horz 6=50(LC 9) Max Uplift6=-52(LC 12), 3=-98(LC 18), 4=-4(LC 12) Max Grav 6=604(LC 19), 3=24(LC 8), 4=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-546/230 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-10-13 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 21 lb up at 2-0-12, and 13 lb down and 37 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 4-6=-20 Job 20-57589 Truss HR1 Truss Type Corner Rafter Qty 6 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-764DhXH7T9zkfK8L0VRTqyjtyzIUD6E5aH8_osybOaJ Scale = 1:18.5 T1 1 2 6 3 4 5 11-2-4 11-2-4 2-9-15 2-9-15 5-10-12 3-0-13 8-8-12 2-10-0 11-2-4 2-5-8 1 -3 -11 4 -3 -3 1 -0 -0 0 -4 -4 3 -1 0 -1 5 4.24 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.68 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 0.03 -0.00 -0.02 (loc) 2-3 2-3 2 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES W eight: 16 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 DF No.1&Btr 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 0-1-8 except (jt=length) 5=Mechanical, 2=0-5-8. (lb) - Max Horz 5=126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=-217(LC 6), 3=-256(LC 29) Max Grav All reactions 250 lb or less at joint(s) 5, 3 except 2=552(LC 16), 4=352(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=217, 3=256. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 230 lb up at 5-7-7, 65 lb down and 230 lb up at 5-7-7, and 127 lb down and 23 lb up at 8-5-6, and 115 lb down and 39 lb up at 8-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84 Concentrated Loads (lb) Vert: 3=52(F=26, B=26) 4=-103(F=-45, B=-58) Job 20-57589 Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:03 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-T?mPS?WcJo1gbepEqnpimgc5RZZjzPzq5_N950ybObI Scale: 3/16"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 T4 EV2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15EV1W16 T5 B61 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 5x8 3x7 5x12 1.5x4 3x7 3x4 1.5x4 5x6 3x5 3x4 4x6 4x5 5x10 1.5x4 5x10 10x16 MT20HS 5x12 3x8 4x8 1.5x4 5x12 5x8 4x10 MT20HS 5x6 2-5-8 2-5-8 6-0-0 3-6-8 10-1-0 4-1-0 14-2-0 4-1-0 18-5-0 4-3-0 22-8-0 4-3-0 26-8-0 4-0-0 30-2-4 3-6-4 34-0-0 3-9-12 -2-0-0 2-0-0 2-5-8 2-5-8 6-0-0 3-6-8 10-1-0 4-1-0 14-2-0 4-1-0 18-5-0 4-3-0 22-8-0 4-3-0 26-8-0 4-0-0 30-2-4 3-6-4 34-0-0 3-9-12 1 -2 -0 4 -0 -5 2 -2 -04-2 -0 2 -2 -0 1 -0 -0 4 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [4:0-4-0,0-1-15], [16:0-3-8,0-2-0], [18:0-3-8,0-2-8], [20:0-10-12,0-6-0], [23:0-3-4,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.77 0.90 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.62 -0.82 0.28 0.20 (loc) 19 19 13 19 l/defl >656 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS W eight: 380 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud, B3: 2x6 DF SS, B4: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W6,W16: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 4-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24. REACTIONS.(lb/size)13=3108/Mechanical, 25=3668/0-5-8 (min. 0-2-0) Max Horz 25=97(LC 9) Max Uplift13=-263(LC 11), 25=-335(LC 10) Max Grav 13=3343(LC 33), 25=3714(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7895/789, 3-4=-7797/774, 4-26=-10749/1029, 5-26=-10755/1029, 5-27=-10749/1027, 27-28=-10749/1027, 6-28=-10749/1027, 6-29=-13823/1264, 7-29=-13823/1264, 7-30=-13823/1264, 8-30=-13823/1264, 8-31=-7725/621, 31-32=-7718/620, 9-32=-7712/619, 9-10=-8695/674, 10-11=-11050/840, 2-25=-3603/345 BOT CHORD 24-25=-80/358, 3-23=-22/376, 22-23=-794/7223, 22-34=-714/6994, 21-34=-714/6994, 21-35=-1284/13969, 20-35=-1283/13980, 6-20=-27/1234, 19-36=-52/682, 36-37=-52/682, 18-37=-52/682, 18-38=-783/9164, 38-39=-783/9164, 17-39=-783/9164, 17-40=-835/10853, 16-40=-835/10853, 15-16=-483/6098, 14-15=-483/6098, 14-41=-483/6098, 13-41=-483/6098 WEBS 3-22=-581/96, 4-22=-60/652, 4-21=-419/4508, 5-21=-999/156, 6-21=-3779/302, 18-20=-770/8933, 8-20=-564/5384, 8-18=-2699/357, 8-17=-1939/231, 9-17=-134/2967, 10-17=-3358/279, 10-16=-2544/235, 11-16=-416/5613, 11-13=-6751/526, 2-23=-670/6590 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 Job 20-57589 Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:03 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-T?mPS?WcJo1gbepEqnpimgc5RZZjzPzq5_N950ybObI NOTES- 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=263, 25=335. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down at 6-0-0, 227 lb down and 53 lb up at 8-0-12, 227 lb down and 53 lb up at 10-0-12, 227 lb down and 53 lb up at 12-0-12, 227 lb down and 53 lb up at 14-0-12, 311 lb down and 78 lb up at 16-0-12, 311 lb down and 78 lb up at 18-0-12, 311 lb down and 78 lb up at 20-0-12, 311 lb down and 78 lb up at 22-0-12, 418 lb down and 78 lb up at 22-8-0, and 56 lb down and 167 lb up at 30-2-6, and 56 lb down and 167 lb up at 32-2-6 on top chord, and 76 lb down and 24 lb up at 2-3-12, 242 lb down and 65 lb up at 6-0-12, 121 lb down and 28 lb up at 8-0-12, 121 lb down and 28 lb up at 10-0-12, 121 lb down and 28 lb up at 12-0-12, 121 lb down and 28 lb up at 14-3-12, 76 lb down at 16-0-12, 76 lb down at 18-0-12, 76 lb down at 20-0-12, 76 lb down at 22-0-12, 76 lb down at 22-7-4, 76 lb down at 24-7-4, 76 lb down and 24 lb up at 26-7-4, and 7 lb down and 22 lb up at 30-2-6, and 7 lb down and 22 lb up at 32-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-9=-84, 9-10=-84, 10-12=-84, 24-25=-20, 20-23=-20, 13-19=-20 Concentrated Loads (lb) Vert: 4=-36(B) 7=-262(B) 24=-38(B) 6=-178(B) 22=-242(B) 21=-121(B) 5=-178(B) 20=-121(B) 17=-38(B) 16=-38(B) 11=19(B) 9=-298(B) 26=-178(B) 27=-178(B) 30=-262(B) 31=-262(B) 32=-262(B) 33=19(B) 34=-121(B) 35=-121(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 40=-38(B) Job 20-57589 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-xBKngLXF469XDoOROUKxJt9HWzxZivwzKe7idSybObH Scale: 3/16"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 T4 EV2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 W11 B61 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 5x6 6x8 MT20HS 4x12 2x4 3x7 4x5 1.5x4 4x6 4x5 3x4 4x6 4x8 8x12 MT20HS 6x10 4x6 4x8 4x8 4x12 2-5-8 2-5-8 8-0-0 5-6-8 14-2-0 6-2-0 20-8-0 6-6-0 24-8-0 4-0-0 34-0-0 9-4-0 -2-0-0 2-0-0 2-5-8 2-5-8 8-0-0 5-6-8 14-2-0 6-2-0 20-8-0 6-6-0 24-8-0 4-0-0 29-2-4 4-6-4 34-0-0 4-9-12 1 -2 -0 5 -0 -5 3 -2 -05-2 -0 3 -2 -0 1 -0 -0 5 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-1-4,0-1-8], [6:0-3-12,0-0-12], [15:0-8-12,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.68 0.80 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.53 0.23 0.12 (loc) 15 13-14 10 15 l/defl >999 >759 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS W eight: 192 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W4,W11: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 4-6, 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=1747/Mechanical, 19=1939/0-5-8 (min. 0-2-2) Max Horz 19=129(LC 9) Max Uplift10=-82(LC 9), 19=-61(LC 9) Max Grav 10=2085(LC 35), 19=1971(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-3688/588, 3-21=-3615/595, 3-22=-3471/577, 4-22=-3445/589, 4-23=-3063/575, 5-23=-3070/575, 5-24=-4792/807, 6-24=-4785/807, 6-25=-3705/654, 7-25=-3759/641, 7-8=-4673/740, 2-19=-1901/438 BOT CHORD 16-17=-538/3475, 15-16=-637/4825, 12-13=-634/4624, 11-12=-402/2891, 10-11=-402/2891 WEBS 3-16=-863/152, 4-16=-61/1081, 5-16=-2022/268, 13-15=-446/3216, 6-15=-206/1631, 6-13=-8/533, 7-13=-1553/223, 7-12=-973/251, 8-12=-288/2133, 8-10=-3327/533, 2-17=-459/3115 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 4-7-3, Exterior(2R) 4-7-3 to 11-4-13, Interior(1) 11-4-13 to 17-3-3, Exterior(2R) 17-3-3 to 24-0-13, Interior(1) 24-0-13 to 30-5-7, Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 19. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-uaSX50YVcjPFS5YpVvMPOIEZnnhoAknGnycpiKybObF Scale: 3/16"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 T4 EV2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV1 W13 B61 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 32 5x8 5x8 4x8 3x4 4x5 1.5x4 3x4 6x10 7x8 1.5x4 2x4 3x4 4x5 3x4 4x12 1.5x4 1.5x4 6x10 4x8 4x8 2-5-8 2-5-8 10-0-0 7-6-8 14-2-0 4-2-0 18-8-0 4-6-0 22-8-0 4-0-0 28-2-4 5-6-4 34-0-0 5-9-12 -2-0-0 2-0-0 2-5-8 2-5-8 6-2-12 3-9-4 10-0-0 3-9-4 14-2-0 4-2-0 18-8-0 4-6-0 22-8-0 4-0-0 28-2-4 5-6-4 34-0-0 5-9-12 1 -2 -0 6 -0 -5 4 -2 -06-2 -0 4 -2 -0 1 -0 -0 6 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [5:0-4-0,0-1-15], [7:0-4-0,0-1-15], [8:0-2-12,0-2-4], [15:0-5-12,0-2-0], [17:0-2-8,Edge], [19:0-3-12,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.89 0.55 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.36 0.17 0.09 (loc) 6 6 11 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 198 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W10,W 12: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-13 max.): 5-7, 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 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=1747/Mechanical, 21=1939/0-5-8 (min. 0-2-2) Max Horz 21=163(LC 9) Max Uplift11=-87(LC 9), 21=-72(LC 12) Max Grav 11=2060(LC 35), 21=2003(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3586/538, 23-24=-3517/540, 3-24=-3488/545, 3-4=-3749/578, 4-25=-2949/568, 25-26=-2877/580, 5-26=-2871/581, 5-27=-3263/659, 6-27=-3267/659, 6-28=-3252/657, 7-28=-3248/657, 7-29=-2993/601, 29-30=-3009/600, 8-30=-3080/589, 8-9=-2539/424, 9-31=-2539/424, 31-32=-2539/424, 10-32=-2539/424, 10-11=-2003/318, 2-21=-1944/436 BOT CHORD 18-19=-464/2932, 17-18=-346/2603, 6-17=-698/166, 14-15=-529/3676, 13-14=-531/3673 WEBS 4-19=-71/636, 4-18=-664/148, 5-18=-6/571, 5-17=-156/986, 15-17=-364/2605, 7-17=-119/980, 7-15=-30/570, 8-15=-1350/226, 8-13=-1551/285, 9-13=-797/154, 10-13=-431/3031, 2-19=-399/2983 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 6-7-3, Exterior(2R) 6-7-3 to 13-4-13, Interior(1) 13-4-13 to 15-3-3, Exterior(2R) 15-3-3 to 22-0-13, Interior(1) 22-0-13 to 30-5-7, Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 21. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-qyaIVial7KfzhPiCdKOtTjJwOaMAeg_ZFF5wmDybObD Scale: 3/16"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 T4 EV2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV1 W13 B61 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 5x8 5x8 5x12 3x4 4x5 1.5x4 3x4 5x10 6x8 1.5x4 1.5x4 3x4 4x5 3x4 4x12 1.5x4 1.5x4 5x12 5x6 4x8 2-5-8 2-5-8 12-0-0 9-6-8 14-2-0 2-2-0 16-8-0 2-6-0 20-8-0 4-0-0 27-2-4 6-6-4 34-0-0 6-9-12 -2-0-0 2-0-0 2-5-8 2-5-8 7-2-12 4-9-4 12-0-0 4-9-4 14-2-0 2-2-0 16-8-0 2-6-0 20-8-0 4-0-0 27-2-4 6-6-4 34-0-0 6-9-12 1 -2 -0 7 -0 -5 5 -2 -07-2 -0 5 -2 -0 1 -0 -0 7 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [5:0-4-0,0-1-15], [7:0-4-0,0-1-15], [17:0-2-12,0-2-8], [19:0-3-4,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.82 0.62 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.44 0.16 0.08 (loc) 18-19 18-19 11 17 l/defl >999 >922 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 211 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W10,W 12,W13: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 5-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. WEBS 1 Row at midpt 10-11, 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=1747/Mechanical, 21=1939/0-5-8 (min. 0-2-3) Max Horz 21=196(LC 11) Max Uplift11=-98(LC 13), 21=-84(LC 12) Max Grav 11=2024(LC 35), 21=2066(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-3877/507, 22-23=-3819/511, 3-23=-3797/514, 3-24=-4149/536, 4-24=-4072/551, 4-25=-2722/513, 25-26=-2701/513, 5-26=-2619/529, 5-6=-2513/560, 6-7=-2507/558, 7-27=-2519/539, 8-27=-2624/527, 8-28=-2253/394, 9-28=-2253/394, 9-29=-2253/394, 29-30=-2253/394, 10-30=-2253/394, 10-11=-1961/313, 2-21=-2006/418 BOT CHORD 3-19=-327/85, 18-19=-426/2945, 17-18=-274/2340, 6-17=-405/81, 14-15=-410/3036, 13-14=-412/3033 WEBS 4-19=-88/856, 4-18=-829/186, 5-18=0/710, 5-17=-121/621, 15-17=-303/2289, 7-17=-102/964, 7-15=-128/391, 8-15=-1318/210, 8-13=-1218/221, 9-13=-944/181, 10-13=-384/2746, 2-19=-372/3276 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 8-7-3, Exterior(2R) 8-7-3 to 20-0-13, Interior(1) 20-0-13 to 30-5-7, Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 21. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss D1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:39 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-Qwx00JyCqsZZvAa9xKS8EG5Ip4z1OjR7Na53LwybOak Scale: 1/4"=1' 0 -1 -11 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 EV1 WCL2 T3 B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4x5 3x4 2x4 3x5 2x4 4x5 5x8 3x8 1.5x4 1.5x4 3x10 1.5x4 4x8 4x6 6-0-0 6-0-0 10-10-4 4-10-4 15-10-4 5-0-0 20-10-4 5-0-0 26-0-0 5-1-12 -2-0-0 2-0-0 6-0-0 6-0-0 10-10-4 4-10-4 15-10-4 5-0-0 20-10-4 5-0-0 26-0-0 5-1-12 1 -2 -0 4 -0 -5 4 -2 -0 4 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.48 0.46 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.06 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 276 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS.(lb/size)9=3082/Mechanical, 15=2883/0-5-8 (min. 0-1-9) Max Horz 15=136(LC 7) Max Uplift9=-266(LC 7), 15=-204(LC 10) Max Grav 9=3311(LC 27), 15=2973(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4201/295, 3-16=-3686/284, 16-17=-3689/284, 4-17=-3696/285, 4-18=-5616/442, 18-19=-5616/442, 19-20=-5616/442, 5-20=-5616/442, 5-21=-5616/442, 6-21=-5616/442, 6-7=-5616/442, 8-9=-421/78, 2-15=-2871/227 BOT CHORD 15-24=-145/313, 24-25=-145/313, 14-25=-145/313, 14-26=-491/5650, 26-27=-491/5650, 13-27=-491/5650, 13-28=-491/5650, 12-28=-491/5650, 11-12=-491/5650, 11-29=-334/3813, 29-30=-334/3813, 10-30=-334/3813, 10-31=-334/3813, 31-32=-334/3813, 9-32=-334/3813 WEBS 3-14=0/1099, 4-14=-2450/239, 4-13=0/374, 5-11=-1126/218, 7-11=-185/2251, 7-10=0/415, 7-9=-4688/382, 2-14=-235/3572 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=266, 15=204. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 20-57589 Truss D1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:39 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-Qwx00JyCqsZZvAa9xKS8EG5Ip4z1OjR7Na53LwybOak NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 78 lb up at 6-0-0, 311 lb down and 78 lb up at 8-0-12, 311 lb down and 78 lb up at 10-0-12, 311 lb down and 78 lb up at 12-0-12, 311 lb down and 78 lb up at 14-0-12, 311 lb down and 78 lb up at 16-0-12, 311 lb down and 78 lb up at 18-0-12, 311 lb down and 78 lb up at 20-0-12, and 311 lb down and 78 lb up at 22-0-12, and 311 lb down and 78 lb up at 24-0-12 on top chord, and 76 lb down and 24 lb up at 2-0-12, 76 lb down at 4-0-12, 76 lb down at 6-0-12, 76 lb down at 8-0-12, 76 lb down at 10-0-12, 76 lb down at 12-0-12, 76 lb down at 14-0-12, 76 lb down at 16-0-12, 76 lb down at 18-0-12, 76 lb down at 20-0-12, and 76 lb down at 22-0-12, and 76 lb down at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 3-8=-84, 9-15=-20 Concentrated Loads (lb) Vert: 3=-298(B) 6=-262(B) 12=-38(B) 14=-38(B) 5=-262(B) 11=-38(B) 16=-262(B) 17=-262(B) 18=-262(B) 19=-262(B) 21=-262(B) 22=-262(B) 23=-262(B) 24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-38(B) 31=-38(B) 32=-38(B) Job 20-57589 Truss D1A Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-mulv300KfOBs0xS7ku2JxJp9h5fx31qsXspq17ybOaf Scale = 1:47.4 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2WCR2 B21 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x5 4x5 2x4 4x5 5x8 3x8 1.5x4 3x4 3x4 5x8 4x6 3x4 4x6 6-0-0 6-0-0 10-7-7 4-7-7 15-4-9 4-9-3 20-0-0 4-7-7 25-8-14 5-8-14 -2-0-0 2-0-0 6-0-0 6-0-0 10-7-7 4-7-7 15-4-9 4-9-3 20-0-0 4-7-7 25-8-14 5-8-14 1 -2 -0 4 -0 -5 4 -2 -0 1 -3 -9 4 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.47 0.54 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.20 0.05 0.04 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 267 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS.(lb/size)14=2831/0-5-8 (min. 0-1-9), 8=2986/Mechanical Max Horz 14=79(LC 7) Max Uplift14=-204(LC 10), 8=-256(LC 11) Max Grav 14=2957(LC 31), 8=3026(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4122/290, 3-15=-3552/279, 15-16=-3555/279, 4-16=-3561/280, 4-17=-5319/444, 17-18=-5319/444, 18-19=-5319/444, 19-20=-5319/444, 5-20=-5319/444, 5-21=-3658/339, 21-22=-3652/339, 6-22=-3648/338, 6-7=-4223/358, 2-14=-2853/228, 7-8=-2693/236 BOT CHORD 14-23=-91/316, 23-24=-91/316, 13-24=-91/316, 13-25=-421/5328, 25-26=-421/5328, 12-26=-421/5328, 12-27=-421/5328, 11-27=-421/5328, 10-11=-421/5328, 10-28=-421/5319, 28-29=-421/5319, 9-29=-421/5319, 9-30=-64/434, 30-31=-64/434, 8-31=-64/434 WEBS 3-13=0/1047, 4-13=-2267/235, 4-12=0/356, 5-10=0/352, 5-9=-2174/175, 6-9=-72/1366, 2-13=-233/3425, 7-9=-260/3426 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=204, 8=256. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 20-57589 Truss D1A Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:44 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-mulv300KfOBs0xS7ku2JxJp9h5fx31qsXspq17ybOaf NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 lb down and 78 lb up at 6-0-0, 311 lb down and 78 lb up at 8-0-12, 311 lb down and 78 lb up at 10-0-12, 311 lb down and 78 lb up at 12-0-12, 311 lb down and 78 lb up at 14-0-12, and 311 lb down and 78 lb up at 16-0-12, and 311 lb down and 78 lb up at 18-0-12 on top chord, and 76 lb down and 24 lb up at 2-0-12, 76 lb down at 4-0-12, 76 lb down at 6-0-12, 76 lb down at 8-0-12, 76 lb down at 10-0-12, 76 lb down at 12-0-12, 76 lb down at 14-0-12, 76 lb down at 16-0-12, 76 lb down at 18-0-12, 259 lb down and 52 lb up at 20-0-12, and 259 lb down and 52 lb up at 22-0-12, and 259 lb down and 52 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 3-6=-84, 6-7=-84, 8-14=-20 Concentrated Loads (lb) Vert: 3=-298(F) 11=-38(F) 13=-38(F) 9=-259(F) 15=-262(F) 16=-262(F) 18=-262(F) 19=-262(F) 21=-262(F) 22=-262(F) 23=-38(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(F) 28=-38(F) 29=-38(F) 30=-259(F) 31=-259(F) Job 20-57589 Truss D2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:46 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-jGtfUi1bB0SaFFcVrJ4n0kuVYvLaXs89_AIw50ybOad Scale: 1/4"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 4x5 4x5 3x4 4x5 3x8 4x5 3x4 3x8 4x5 3x4 3x5 3x5 8-0-0 8-0-0 18-0-0 10-0-0 26-0-0 8-0-0 -2-0-0 2-0-0 4-1-12 4-1-12 8-0-0 3-10-4 13-0-0 5-0-0 18-0-0 5-0-0 21-10-4 3-10-4 26-0-0 4-1-12 1 -2 -0 5 -0 -5 5 -2 -0 1 -2 -0 5 -0 -5 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.45 0.53 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.06 0.03 (loc) 10-12 10-12 9 10-12 l/defl >999 >892 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 133 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 4-6. 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)13=1525/0-5-8 (min. 0-1-12), 9=1329/Mechanical Max Horz 13=88(LC 9) Max Uplift13=-65(LC 12), 9=-34(LC 13) Max Grav 13=1668(LC 33), 9=1420(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1942/309, 4-16=-1670/307, 16-17=-1672/307, 5-17=-1676/307, 5-18=-1698/318, 18-19=-1694/318, 6-19=-1692/318, 6-7=-1971/324, 8-20=-275/62, 2-13=-541/194, 8-9=-297/79 BOT CHORD 12-13=-182/1597, 11-12=-226/2022, 10-11=-226/2022, 9-10=-225/1660 WEBS 3-12=-139/253, 4-12=-9/449, 5-12=-601/130, 5-10=-586/115, 6-10=-21/459, 3-13=-1906/300, 7-9=-1881/292 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 13-9-1, Exterior(2R) 13-9-1 to 21-11-13, Interior(1) 21-11-13 to 22-10-4, Exterior(2E) 22-10-4 to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss D2A Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:47 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-BTQ1h22DyJaRtPBiP0b0YyRgIJhoGJWIDq1UdSybOac Scale = 1:47.4 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 4x5 4x5 2x4 4x5 3x8 4x5 3x4 3x8 4x5 3x4 3x5 3x5 8-0-0 8-0-0 18-0-0 10-0-0 25-8-14 7-8-14 -2-0-0 2-0-0 4-1-12 4-1-12 8-0-0 3-10-4 13-0-0 5-0-0 18-0-0 5-0-0 21-8-11 3-8-11 25-8-14 4-0-3 1 -2 -0 5 -0 -5 5 -2 -0 1 -3 -9 5 -0 -5 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.45 0.53 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.05 0.03 (loc) 10-12 10-12 9 10-12 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 133 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 4-6. 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)13=1511/0-5-8 (min. 0-1-12), 9=1316/Mechanical Max Horz 13=91(LC 11) Max Uplift13=-65(LC 12), 9=-32(LC 13) Max Grav 13=1654(LC 33), 9=1407(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1920/306, 4-16=-1651/304, 16-17=-1653/304, 5-17=-1657/304, 5-18=-1643/312, 18-19=-1639/312, 6-19=-1638/312, 6-7=-1905/319, 2-13=-541/194, 8-9=-271/77 BOT CHORD 12-13=-179/1581, 11-12=-221/1983, 10-11=-221/1983, 9-10=-209/1562 WEBS 4-12=-7/438, 5-12=-580/128, 5-10=-603/117, 6-10=-21/435, 7-10=-142/272, 3-13=-1888/297, 7-9=-1837/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 13-9-1, Exterior(2R) 13-9-1 to 22-2-15, Interior(1) 22-2-15 to 22-7-2, Exterior(2E) 22-7-2 to 25-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss D3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:48 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-ff_PvN3rjdiIUZmuzj6F59zmdi09?saSRUn1AvybOab Scale: 1/4"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 5x8 3x4 3x4 3x8 4x5 3x4 4x5 3x4 3x7 3x7 10-0-0 10-0-0 16-0-0 6-0-0 26-0-0 10-0-0 -2-0-0 2-0-0 5-1-12 5-1-12 10-0-0 4-10-4 16-0-0 6-0-0 20-10-4 4-10-4 26-0-0 5-1-12 1 -2 -0 6 -0 -5 6 -2 -0 1 -2 -0 6 -0 -5 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.80 0.52 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.40 0.06 0.03 (loc) 8-9 8-9 8 9-11 l/defl >999 >778 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 136 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1525/0-5-8 (min. 0-1-14), 8=1329/Mechanical Max Horz 12=99(LC 11) Max Uplift12=-77(LC 12), 8=-45(LC 13) Max Grav 12=1774(LC 33), 8=1561(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-362/0, 3-14=-263/9, 3-15=-1818/296, 15-16=-1744/302, 4-16=-1717/313, 4-5=-1540/320, 5-17=-1733/321, 17-18=-1763/310, 6-18=-1837/305, 6-19=-251/56, 19-20=-293/45, 7-20=-413/41, 2-12=-602/189, 7-8=-398/83 BOT CHORD 11-12=-199/1759, 10-11=-114/1551, 9-10=-114/1551, 8-9=-233/1806 WEBS 3-11=-346/131, 4-11=0/349, 5-9=0/383, 6-9=-391/145, 3-12=-1892/344, 6-8=-1876/321 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-9-1, Exterior(2R) 5-9-1 to 20-2-15, Interior(1) 20-2-15 to 22-10-4, Exterior(2E) 22-10-4 to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss D3A Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:49 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-7rYo6j4TTxq86iK4XReUdNWxP6MVkJvbg8WbiLybOaa Scale = 1:47.4 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 5x8 3x4 3x4 3x8 4x5 3x4 4x5 3x4 3x7 3x7 10-0-0 10-0-0 16-0-0 6-0-0 25-8-14 9-8-14 -2-0-0 2-0-0 5-1-12 5-1-12 10-0-0 4-10-4 16-0-0 6-0-0 20-8-11 4-8-11 25-8-14 5-0-3 1 -2 -0 6 -0 -5 6 -2 -0 1 -3 -9 6 -0 -5 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.79 0.51 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.39 0.05 0.03 (loc) 11-12 11-12 8 9-11 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 135 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1511/0-5-8 (min. 0-1-14), 8=1316/Mechanical Max Horz 12=102(LC 9) Max Uplift12=-77(LC 12), 8=-44(LC 13) Max Grav 12=1758(LC 33), 8=1540(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-360/0, 3-14=-261/9, 3-15=-1797/293, 15-16=-1724/298, 4-16=-1696/309, 4-5=-1522/317, 5-17=-1687/317, 17-18=-1719/306, 6-18=-1788/301, 7-20=-353/43, 2-12=-601/189, 7-8=-364/82 BOT CHORD 11-12=-196/1736, 10-11=-110/1511, 9-10=-110/1511, 8-9=-217/1706 WEBS 3-11=-348/131, 4-11=0/335, 5-9=0/355, 6-9=-339/139, 3-12=-1866/340, 6-8=-1845/307 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-9-1, Exterior(2R) 5-9-1 to 20-2-15, Interior(1) 20-2-15 to 22-7-2, Exterior(2E) 22-7-2 to 25-7-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss D4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:50 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-b16AK345EEy?ksvG489jAa39CWlTTkTlvoG8EnybOaZ Scale: 1/4"=1' 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 5x8 4x5 3x4 3x5 3x4 5x6 3x4 3x8 3x4 5x6 4x5 3x4 5x6 6-1-12 6-1-12 12-0-0 5-10-4 14-0-0 2-0-0 19-10-4 5-10-4 26-0-0 6-1-12 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 14-0-0 2-0-0 19-10-4 5-10-4 26-0-0 6-1-12 1 -2 -0 7 -0 -5 7 -2 -0 1 -2 -0 7 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-4-0,0-1-15], [7:Edge,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.60 0.34 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.04 0.02 (loc) 12-13 12-13 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 150 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)14=1525/0-5-8 (min. 0-2-0), 8=1329/Mechanical Max Horz 14=110(LC 9) Max Uplift14=-86(LC 12), 8=-55(LC 13) Max Grav 14=1872(LC 33), 8=1676(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2449/261, 15-16=-2417/262, 16-17=-2318/270, 17-18=-2312/270, 3-18=-2180/281, 3-19=-1935/282, 4-19=-1759/302, 4-5=-1574/312, 5-20=-1763/305, 6-20=-1943/286, 6-21=-2205/301, 21-22=-2336/290, 22-23=-2352/288, 7-23=-2474/284, 2-14=-1807/347, 7-8=-1611/227 BOT CHORD 12-13=-152/2068, 11-12=-68/1571, 10-11=-178/2104, 9-10=-178/2104, 8-9=-25/254 WEBS 3-12=-615/101, 4-12=-14/421, 4-11=-269/285, 5-11=-28/440, 6-11=-650/131, 2-13=-184/1875, 7-9=-155/1872 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-9-1, Exterior(2R) 7-9-1 to 18-2-15, Interior(1) 18-2-15 to 22-10-4, Exterior(2E) 22-10-4 to 25-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss A8 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:13 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-AwNBZQeuytHFoAa9Qt_2An0lob1OJw0IOXohRQybOb8 Scale = 1:37.9 T1 T2 B1 W1 W2 W3 W4 W5 EV2 WCR2 HW1 1 2 3 4 5 6 10 9 8 7 11 12 13 4x5 7x10 5x12 4x10 MT20HS 5x8 3x10 7x8 5x8 10x12 MT20HS 7x8 2-0-0 2-0-0 6-1-0 4-1-0 10-2-0 4-1-0 12-0-0 1-10-0 -2-0-0 2-0-0 2-0-0 2-0-0 6-1-0 4-1-0 10-2-0 4-1-0 12-0-0 1-10-0 1 -2 -0 6 -3 -0 5 -4 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-9-14,0-2-8], [3:0-3-1,0-2-0], [6:0-2-12,0-2-0], [7:Edge,0-3-8], [8:0-3-8,0-5-0], [9:0-3-4,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.90 0.75 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.03 0.03 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS W eight: 186 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud SLIDER Left 2x8 DF SS -t 2-2-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=6830/0-5-8 (min. 0-3-10), 7=5960/0-5-8 (min. 0-3-3) Max Horz 2=178(LC 27) Max Uplift2=-450(LC 10), 7=-356(LC 10) Max Grav 2=6855(LC 17), 7=5960(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9918/600, 3-4=-6537/374, 4-11=-2061/133, 5-11=-2046/149, 5-6=-1970/166, 6-7=-6011/374 BOT CHORD 2-10=-538/7384, 10-12=-538/7384, 9-12=-538/7384, 9-13=-368/5813, 8-13=-368/5813 WEBS 3-10=-253/4150, 3-9=-1739/189, 4-9=-257/5380, 4-8=-5566/363, 5-8=-118/1522, 6-8=-314/5394 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=450, 7=356. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3323 lb down and 283 lb up at 2-1-9, 2065 lb down and 102 lb up at 4-0-12, 2040 lb down and 107 lb up at 6-0-12, and 2004 lb down and 118 lb up at 8-0-12, and 1958 lb down and 131 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)StandardContinued on page 2 Job 20-57589 Truss A8 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:14 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-f6xZmlfWjAQ6PK9MzaVHj_ZwY?Nd2NGSdBYE_tybOb7 LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 5-6=-84, 2-7=-20 Concentrated Loads (lb) Vert: 10=-3323(F) 9=-2040(F) 8=-1958(F) 12=-2065(F) 13=-2004(F) Job 20-57589 Truss B1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:15 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-7JVxz5f8UUYz1UkYXI0WFC6CtPs2n_UbsrHnWJybOb6 Scale = 1:47.0 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2 WCR2 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 B21 2 3 4 5 6 7 13 12 11 10 9 8 34 35 36 37 38 39 40 41 42 43 4x5 3x4 3x8 3x4 4x5 3x4 4x5 4x6 4x6 5-10-4 5-10-4 6-0-0 0-1-12 11-5-0 5-5-0 16-8-8 5-3-8 16-11-12 0-3-4 22-10-0 5-10-4 -2-0-0 2-0-0 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 24-10-0 2-0-0 1 -2 -0 6 -10 -8 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.48 0.16 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 -0.04 -0.00 -0.01 (loc) 9-11 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 162 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-3-8 except (jt=length) 9=6-1-8, 9=6-1-8, 8=6-1-8. (lb) - Max Horz 13=-104(LC 39) Max Uplift All uplift 100 lb or less at joint(s) 13, 9, 12, 8 Max Grav All reactions 250 lb or less at joint(s) except 13=521(LC 32), 9=982(LC 20), 9=817(LC 1), 12=987(LC 19), 12=821(LC 1), 8=523(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-36=-475/184, 4-36=-293/195, 4-37=-293/195, 5-37=-475/184, 2-13=-467/230, 6-8=-467/230 WEBS 5-11=-18/256, 5-9=-884/234, 3-11=-9/256, 3-12=-884/234 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-5-0, Exterior(2R) 8-5-0 to 14-5-0, Interior(1) 14-5-0 to 21-10-0, Exterior(2E) 21-10-0 to 24-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9, 12, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 55 lb up at 8-0-12, 31 lb down and 55 lb up at 10-0-12, 31 lb down and 55 lb up at 12-0-12, and 31 lb down and 55 lb up at 14-0-12, and 31 lb down and 55 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard Continued on page 2 Job 20-57589 Truss B1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:15 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-7JVxz5f8UUYz1UkYXI0WFC6CtPs2n_UbsrHnWJybOb6 LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-6=-84, 6-7=-84, 8-13=-20 Concentrated Loads (lb) Vert: 10=8(F) 40=8(F) 41=8(F) 42=8(F) 43=8(F) Job 20-57589 Truss C1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-mcDTVCpgfA2GTKfsEpEKkkcGaFs2aIWMcjBQwdybOaw Scale = 1:57.2 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV1 WCL2 EV2WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 4x5 3x5 3x4 4x6 6x8 3x8 1.5x4 3x8 1.5x4 1.5x4 6x8 3x8 4x6 3x4 4x6 4x5 4x6 6-0-0 6-0-0 10-5-2 4-5-2 15-0-0 4-6-14 19-6-14 4-6-14 24-0-0 4-5-2 30-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 10-5-2 4-5-2 15-0-0 4-6-14 19-6-14 4-6-14 24-0-0 4-5-2 30-0-0 6-0-0 32-0-0 2-0-0 1 -2 -0 4 -0 -5 4 -2 -0 1 -2 -0 4 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [9:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.43 0.53 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.32 0.08 0.07 (loc) 15 15 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 319 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)19=3336/0-3-8 (min. 0-1-13), 11=3337/0-3-8 (min. 0-1-13) Max Horz 19=-73(LC 8) Max Uplift19=-228(LC 10), 11=-229(LC 11) Max Grav 19=3414(LC 31), 11=3415(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4983/348, 3-20=-4362/329, 20-21=-4368/330, 4-21=-4372/330, 4-22=-7544/567, 22-23=-7544/567, 5-23=-7544/567, 5-24=-7544/567, 6-24=-7544/567, 6-7=-7544/567, 7-25=-4373/330, 25-26=-4370/330, 8-26=-4363/330, 8-9=-4985/348, 2-19=-3308/252, 9-11=-3309/252 BOT CHORD 19-27=-67/345, 27-28=-67/345, 18-28=-67/345, 18-29=-483/6790, 29-30=-483/6790, 17-30=-483/6790, 16-17=-483/6790, 16-31=-483/6790, 15-31=-483/6790, 15-32=-463/6792, 14-32=-463/6792, 13-14=-463/6792, 13-33=-463/6792, 33-34=-463/6792, 12-34=-463/6792, 12-35=-38/345, 35-36=-38/345, 11-36=-38/345 WEBS 3-18=-17/1498, 4-18=-3134/283, 4-17=0/327, 4-15=-87/991, 5-15=-1047/203, 7-15=-86/987, 7-13=0/327, 7-12=-3136/283, 8-12=-17/1499, 2-18=-278/4235, 9-12=-280/4236 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=228, 11=229. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job 20-57589 Truss C1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:27 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-mcDTVCpgfA2GTKfsEpEKkkcGaFs2aIWMcjBQwdybOaw NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 lb down and 78 lb up at 6-0-0, 311 lb down and 78 lb up at 8-0-12, 311 lb down and 78 lb up at 10-0-12, 311 lb down and 78 lb up at 12-0-12, 311 lb down and 78 lb up at 14-0-12, 311 lb down and 78 lb up at 15-11-4, 311 lb down and 78 lb up at 17-11-4, 311 lb down and 78 lb up at 19-11-4, and 311 lb down and 78 lb up at 21-11-4, and 416 lb down and 78 lb up at 24-0-0 on top chord, and 76 lb down and 24 lb up at 2-0-12, 76 lb down at 4-0-12, 76 lb down at 6-0-12, 76 lb down at 8-0-12, 76 lb down at 10-0-12, 76 lb down at 12-0-12, 76 lb down at 14-0-12, 76 lb down at 15-11-4, 76 lb down at 17-11-4, 76 lb down at 19-11-4, 76 lb down at 21-11-4, 76 lb down at 23-11-4, and 76 lb down at 25-11-4, and 76 lb down and 24 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 3-8=-84, 8-9=-84, 9-10=-84, 11-19=-20 Concentrated Loads (lb) Vert: 3=-298(F) 6=-262(F) 16=-38(F) 18=-38(F) 12=-38(F) 8=-298(F) 14=-38(F) 20=-262(F) 21=-262(F) 22=-262(F) 23=-262(F) 24=-262(F) 25=-262(F) 26=-262(F) 27=-38(F) 28=-38(F) 29=-38(F) 30=-38(F) 31=-38(F) 32=-38(F) 33=-38(F) 34=-38(F) 35=-38(F) 36=-38(F) Job 20-57589 Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-EpnsiYpIQUA75UE2oXlZHx8KCeD_JhpVrNxzS3ybOav Scale = 1:56.3 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 B2B31 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x6 4x6 4x5 3x8 4x5 1.5x4 3x8 3x8 4x5 3x4 3x5 3x5 3x4 4x5 8-0-0 8-0-0 15-0-0 7-0-0 22-0-0 7-0-0 30-0-0 8-0-0 -2-0-0 2-0-0 4-1-12 4-1-12 8-0-0 3-10-4 15-0-0 7-0-0 22-0-0 7-0-0 25-10-4 3-10-4 30-0-0 4-1-12 32-0-0 2-0-0 1 -2 -0 5 -0 -5 5 -2 -0 1 -2 -0 5 -0 -5 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.89 0.49 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.09 0.04 (loc) 13 11-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 157 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1725/0-3-8 (min. 0-1-15), 10=1725/0-3-8 (min. 0-1-15) Max Horz 16=-84(LC 10) Max Uplift16=-62(LC 12), 10=-62(LC 13) Max Grav 16=1803(LC 19), 10=1803(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2280/349, 4-18=-2005/346, 18-19=-2006/346, 5-19=-2009/345, 5-20=-2009/345, 20-21=-2006/346, 6-21=-2005/346, 6-7=-2280/349, 2-16=-557/192, 8-10=-557/192 BOT CHORD 15-16=-146/1845, 14-15=-208/2881, 13-14=-208/2881, 12-13=-208/2881, 11-12=-208/2881, 10-11=-146/1845 WEBS 3-15=-92/372, 4-15=0/553, 5-15=-1051/122, 5-13=0/266, 5-11=-1051/122, 6-11=0/553, 7-11=-92/372, 3-16=-2177/340, 7-10=-2177/340 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 17-9-1, Exterior(2R) 17-9-1 to 25-11-13, Interior(1) 25-11-13 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-BBvc7ErYy5RrKoNQvyo1MMEmXSs3ni7oJhQ4XxybOat Scale = 1:56.3 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 4x5 4x5 4x5 3x8 4x5 3x4 3x8 4x5 3x4 5x6 5x6 3x4 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 5-1-12 5-1-12 10-0-0 4-10-4 15-0-0 5-0-0 20-0-0 5-0-0 24-10-4 4-10-4 30-0-0 5-1-12 32-0-0 2-0-0 1 -2 -0 6 -0 -5 6 -2 -0 1 -2 -0 6 -0 -5 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.45 0.58 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.07 0.04 (loc) 13-14 13-14 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 159 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)14=1725/0-3-8 (min. 0-2-0), 10=1725/0-3-8 (min. 0-2-0) Max Horz 14=-96(LC 10) Max Uplift14=-75(LC 12), 10=-75(LC 13) Max Grav 14=1876(LC 33), 10=1876(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-355/0, 16-17=-338/1, 3-18=-2199/337, 4-18=-2105/354, 4-19=-1877/353, 19-20=-1879/353, 5-20=-1883/353, 5-21=-1883/353, 21-22=-1879/353, 6-22=-1877/353, 6-23=-2105/354, 7-23=-2199/337, 24-25=-338/1, 8-25=-355/0, 2-14=-600/193, 8-10=-600/193 BOT CHORD 13-14=-171/1922, 12-13=-153/2136, 11-12=-153/2136, 10-11=-171/1922 WEBS 3-13=-316/180, 4-13=-16/534, 5-13=-566/113, 5-11=-566/113, 6-11=-16/534, 7-11=-316/180, 3-14=-2147/375, 7-10=-2147/375 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-9-1, Exterior(2R) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 15-9-1, Exterior(2R) 15-9-1 to 24-2-15, Interior(1) 24-2-15 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss C4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-fOS_KZsAjPZiyxydTfJGvamsZsGeW7_yXK9e3OybOas Scale = 1:56.3 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 5x8 4x6 3x4 3x4 3x4 5x6 3x4 3x8 3x4 5x6 4x5 3x4 4x5 6-1-12 6-1-12 12-0-0 5-10-4 18-0-0 6-0-0 23-10-4 5-10-4 30-0-0 6-1-12 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 18-0-0 6-0-0 23-10-4 5-10-4 30-0-0 6-1-12 32-0-0 2-0-0 1 -2 -0 7 -0 -5 7 -2 -0 1 -2 -0 7 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-4-0,0-1-15], [7:0-2-0,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.82 0.36 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.05 0.03 (loc) 13-14 11-13 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1725/0-3-8 (min. 0-2-2), 9=1725/0-3-8 (min. 0-2-2) Max Horz 15=107(LC 11) Max Uplift15=-86(LC 12), 9=-86(LC 13) Max Grav 15=1974(LC 33), 9=1974(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2621/314, 16-17=-2589/315, 17-18=-2491/322, 3-18=-2352/334, 3-19=-2137/340, 19-20=-1983/348, 4-20=-1960/359, 4-5=-1751/365, 5-21=-1960/359, 21-22=-1984/348, 6-22=-2138/340, 6-23=-2352/334, 23-24=-2491/322, 24-25=-2589/315, 7-25=-2621/314, 2-15=-1907/379, 7-9=-1907/379 BOT CHORD 14-15=-77/259, 13-14=-136/2223, 12-13=-60/1751, 11-12=-60/1751, 10-11=-136/2222 WEBS 3-13=-572/103, 4-13=0/449, 4-11=-268/269, 5-11=0/444, 6-11=-571/103, 2-14=-227/2024, 7-10=-227/2023 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-9-1, Exterior(2R) 7-9-1 to 22-2-15, Interior(1) 22-2-15 to 29-0-0, Exterior(2E) 29-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss C5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-7a0MYvspUihZa5Xp1MqVRnJ14GbAFZq5m_vBbqybOar Scale = 1:57.3 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 T4 B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 4x8 5x8 4x6 3x4 3x5 3x4 6x8 3x4 3x8 3x4 6x8 5x6 3x4 5x6 7-1-12 7-1-12 14-0-0 6-10-4 16-0-0 2-0-0 22-10-4 6-10-4 30-0-0 7-1-12 -2-0-0 2-0-0 7-1-12 7-1-12 14-0-0 6-10-4 16-0-0 2-0-0 22-10-4 6-10-4 30-0-0 7-1-12 1 -2 -0 8 -0 -5 8 -2 -0 1 -2 -0 8 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-4-0,0-1-15], [8:Edge,0-1-12], [9:Edge,0-1-8], [10:0-3-8,0-3-0], [14:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.77 0.41 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.05 0.03 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 173 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W 5,W 6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1732/0-3-8 (min. 0-2-3), 9=1538/0-3-8 (min. 0-2-0) Max Horz 15=122(LC 9) Max Uplift15=-96(LC 12), 9=-64(LC 13) Max Grav 15=2079(LC 33), 9=1885(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2883/304, 16-17=-2749/314, 17-18=-2745/315, 3-18=-2599/328, 3-19=-2263/328, 4-19=-2062/332, 4-5=-2038/344, 5-6=-1840/355, 6-20=-2061/346, 7-20=-2270/323, 7-21=-2625/346, 21-22=-2775/333, 22-23=-2786/331, 8-23=-2909/330, 2-15=-2006/375, 8-9=-1812/256 BOT CHORD 14-15=-117/310, 13-14=-186/2455, 12-13=-80/1835, 11-12=-80/1835, 10-11=-209/2492, 9-10=-36/297 WEBS 3-13=-743/127, 5-13=-21/491, 5-11=-320/347, 6-11=-32/532, 7-11=-779/153, 2-14=-197/2193, 8-10=-174/2214 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-9-1, Exterior(2R) 9-9-1 to 20-2-15, Interior(1) 20-2-15 to 26-10-4, Exterior(2E) 26-10-4 to 29-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss C6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:34 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-3y87zbu30KxHpPhC8nszXCOOz3IJjQoODIOIgjybOap Scale = 1:59.2 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 T5 B21 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 3x6 5x8 4x6 3x5 4x6 3x10 3x8 6x8 4x5 5x6 2x4 2-0-0 2-0-0 8-2-4 6-2-4 14-4-8 6-2-4 15-7-8 1-3-0 21-9-12 6-2-4 28-0-0 6-2-4 30-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 8-2-4 6-2-4 14-4-8 6-2-4 15-7-8 1-3-0 21-9-12 6-2-4 28-0-0 6-2-4 30-0-0 2-0-0 1 -2 -0 0 -2 -0 8 -2 -9 8 -4 -4 1 -2 -0 8 -2 -9 6.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [6:0-4-0,0-1-15], [13:0-2-0,0-4-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.74 0.36 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.05 0.03 (loc) 17 17-18 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 202 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W4,W5,W6,W 7,W 8,WCL2,WCR2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)20=1806/0-3-8 (min. 0-2-5), 12=2658/0-3-8 (min. 0-3-4) Max Horz 20=122(LC 7) Max Uplift20=-101(LC 10), 12=-125(LC 11) Max Grav 20=2171(LC 31), 12=3024(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2223/72, 3-21=-3014/98, 21-22=-2888/101, 22-23=-2864/103, 4-23=-2745/114, 4-5=-2424/114, 5-6=-2212/124, 6-7=-2016/136, 7-8=-2445/123, 8-24=-3008/131, 9-24=-3116/121, 9-25=-3156/118, 10-25=-3277/115, 10-11=-3432/142, 2-20=-2116/95, 11-12=-2866/110 BOT CHORD 18-19=-118/1985, 17-18=-84/2583, 16-17=0/2004, 15-16=0/2004, 14-15=-45/2823, 13-14=-131/3083 WEBS 3-19=-900/100, 3-18=-2/622, 4-17=-746/120, 6-17=-24/500, 6-15=-260/386, 7-15=-36/698, 8-15=-1030/133, 8-14=0/324, 10-14=-563/415, 10-13=-667/292, 2-19=-85/2249, 11-13=-139/3230 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=101, 12=125. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job 20-57589 Truss C6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:34 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-3y87zbu30KxHpPhC8nszXCOOz3IJjQoODIOIgjybOap NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1194 lb down and 71 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-6=-84, 6-7=-84, 7-11=-84, 12-20=-20 Concentrated Loads (lb) Vert: 13=-1194 Job 20-57589 Truss D4A Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:52 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-XQEwkl6LmsCjzA3fCZBBF?8VjKRzxe11M6lFJgybOaX Scale = 1:49.7 0 -1 -11 0 -1 -11 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 5x8 4x5 3x4 3x5 3x4 5x6 3x4 3x8 3x4 5x6 4x5 3x4 4x5 6-1-12 6-1-12 12-0-0 5-10-4 14-0-0 2-0-0 19-10-4 5-10-4 26-0-0 6-1-12 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 14-0-0 2-0-0 19-10-4 5-10-4 26-0-0 6-1-12 28-0-0 2-0-0 1 -2 -0 7 -0 -5 7 -2 -0 1 -2 -0 7 -0 -5 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-4-0,0-1-15], [7:0-2-0,0-1-12], [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.53 0.34 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.04 0.02 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 W eight: 153 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=1517/0-5-8 (min. 0-2-0), 9=1517/0-5-8 (min. 0-2-0) Max Horz 15=107(LC 11) Max Uplift15=-86(LC 12), 9=-86(LC 13) Max Grav 15=1864(LC 33), 9=1864(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2436/252, 16-17=-2404/253, 17-18=-2306/260, 18-19=-2300/261, 3-19=-2167/272, 3-20=-1921/271, 4-20=-1744/291, 4-5=-1560/301, 5-21=-1747/291, 6-21=-1923/271, 6-22=-2166/272, 22-23=-2298/261, 23-24=-2305/260, 24-25=-2403/253, 7-25=-2435/252, 2-15=-1799/342, 7-9=-1799/342 BOT CHORD 14-15=-75/254, 13-14=-81/2057, 12-13=0/1557, 11-12=-81/2056, 10-11=-81/2056 WEBS 3-13=-616/103, 4-13=-15/421, 4-12=-270/282, 5-12=-15/432, 6-12=-613/103, 2-14=-174/1864, 7-10=-174/1862 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-9-1, Exterior(2R) 7-9-1 to 18-2-15, Interior(1) 18-2-15 to 25-0-0, Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 20-57589 Truss E3 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:58 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-MabB?oB6Miyth5WpYqIbVGOQwkRhLKJwl1CZWKybOaR Scale = 1:38.6 T1 T2 B1 W1 W2 W3 W4 W5 W6W7 W8W9 EV1 WCL2 EV2WCR2SB11 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 4x6 4x6 7x8 WB8x10 4x5 7x8 3x4 7x8 MT20HS 4x5 7x8 3x4 7x8 MT20HS 4x8 4x6 4x8 3-3-5 3-3-5 6-3-3 2-11-13 9-3-0 2-11-13 12-2-13 2-11-13 15-2-11 2-11-13 18-6-0 3-3-5 -2-0-0 2-0-0 3-3-5 3-3-5 6-3-3 2-11-13 9-3-0 2-11-13 12-2-13 2-11-13 15-2-11 2-11-13 18-6-0 3-3-5 1 -2 -0 5 -9 -8 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8], [10:0-2-12,0-4-0], [12:0-3-8,0-4-12], [13:0-5-0,0-4-8], [14:0-3-8,0-4-12], [15:0-2-12,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 1.00 0.57 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.04 0.04 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS W eight: 250 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1,WCL2,WCR2: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size)16=5844/0-5-8 (min. 0-3-3), 9=8157/0-5-8 (min. 0-4-6) Max Horz 16=93(LC 9) Max Uplift16=-357(LC 10), 9=-413(LC 11) Max Grav 16=5936(LC 17), 9=8255(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-7960/444, 3-17=-7853/454, 3-4=-9397/557, 4-5=-7617/442, 5-6=-7630/440, 6-7=-9276/488, 7-18=-9286/477, 8-18=-9389/471, 2-16=-5717/364, 8-9=-6436/340 BOT CHORD 15-16=-95/460, 14-15=-410/7024, 14-19=-463/8353, 13-19=-463/8353, 13-20=-372/8245, 12-20=-372/8245, 11-12=-405/8319, 10-11=-405/8319, 10-21=-42/633, 9-21=-42/633 WEBS 5-13=-342/6438, 6-13=-2455/150, 6-12=-82/2297, 4-13=-2650/256, 4-14=-196/2515, 3-14=-130/1814, 3-15=-1951/141, 2-15=-362/6837, 8-10=-376/7962 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 16, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=357, 9=413. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job 20-57589 Truss E3 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:30:58 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-MabB?oB6Miyth5WpYqIbVGOQwkRhLKJwl1CZWKybOaR NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3291 lb down and 286 lb up at 6-1-9, 1400 lb down and 54 lb up at 8-0-12, 1541 lb down and 65 lb up at 10-0-12, 1656 lb down and 75 lb up at 12-0-12, 1344 lb down and 79 lb up at 14-0-12, and 1344 lb down and 79 lb up at 16-0-12, and 1351 lb down and 72 lb up at 18-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-5=-84, 5-8=-84, 9-16=-20 Concentrated Loads (lb) Vert: 11=-1344(F) 12=-1656(F) 14=-3291(F) 9=-1351(F) 19=-1400(F) 20=-1541(F) 21=-1344(F) Job 20-57589 Truss E8 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:03 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-jYO42WEFAEb9osPmLNumCK5MWlBb0bAfuJvKBXybOaM Scale = 1:25.6 T1 T2 B1 W1 W2 W3W4W5 EV1 WCL2 EV2WCR2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 4x5 4x5 7x8 3x4 10x12 MT20HS 3x4 10x12 MT20HS 4x5 4x5 4x5 2-11-4 2-11-4 5-7-0 2-7-12 8-2-12 2-7-12 11-2-0 2-11-4 -2-0-0 2-0-0 2-11-4 2-11-4 5-7-0 2-7-12 8-2-12 2-7-12 11-2-0 2-11-4 1 -2 -0 3 -11 -8 1 -2 -0 6.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-5-12], [9:0-4-0,0-5-8], [10:0-3-8,0-5-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC W B Matrix-SH 0.69 0.33 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.01 0.01 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS W eight: 153 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)11=2606/0-5-8 (min. 0-1-8), 7=4619/0-5-8 (min. 0-2-9) Max Horz 11=70(LC 7) Max Uplift11=-194(LC 10), 7=-255(LC 11) Max Grav 11=2778(LC 17), 7=4757(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3171/209, 3-4=-3847/294, 4-5=-3866/290, 5-6=-5033/306, 2-11=-2550/196, 6-7=-3493/221 BOT CHORD 10-11=-80/272, 9-10=-176/2729, 9-13=-255/4409, 8-13=-255/4409, 8-14=-40/607, 7-14=-40/607 WEBS 4-9=-217/3118, 5-9=-1287/73, 5-8=-79/1116, 3-9=-118/1050, 3-10=-1127/108, 2-10=-152/2597, 6-8=-223/3945 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: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=194, 7=255. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3006 lb down and 276 lb up at 6-1-9, and 1387 lb down and 52 lb up at 8-0-12, and 1520 lb down and 63 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 Job 20-57589 Truss E8 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) 8.330 s Feb 13 2020 MiTek Industries, Inc. Mon Sep 21 12:31:03 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:9ILrbv2scgdyGKyQsm5zWCybPiv-jYO42WEFAEb9osPmLNumCK5MWlBb0bAfuJvKBXybOaM LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-6=-84, 7-11=-20 Concentrated Loads (lb) Vert: 8=-1387(B) 13=-3006(B) 14=-1520(B)