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HomeMy WebLinkAboutTRUSS SPECS - 20-00359 - 1149 Larch Dr - Hudson New SFR.pdfJob 202558 Truss A01 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:40 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-13AGtFXETxfecQukMkQtUM1Gr0BaowHtiGC58By9yvb Scale = 1:80.1 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 B4B51 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x6 5x6 3x4 3x6 2x4 4x5 3x4 5x6 3x4 3x8 3x4 3x4 3x4 6x8 5x10 6x8 3x4 3x7 3x5 3x6 8-3-4 8-3-4 16-3-0 7-11-12 21-5-0 5-2-0 31-9-0 10-4-0 33-4-0 1-7-0 39-8-0 6-4-0 -2-0-0 2-0-0 5-7-5 5-7-5 10-11-3 5-3-13 16-3-0 5-3-13 21-5-0 5-2-0 26-7-0 5-2-0 31-9-0 5-2-0 33-4-0 1-7-0 39-8-0 6-4-0 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 5- 8 - 1 1 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [9:0-3-4,0-2-8], [13:0-6-4,0-4-8] 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 WB Matrix-SH 0.43 0.57 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.08 0.04 (loc) 15-16 15-16 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 308 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 No.2 *Except* W1,W10,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. WEBS 1 Row at midpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2233/0-5-8 (min. 0-2-6), 12=2043/Mechanical Max Horz21=325(LC 7) Max Uplift21=-97(LC 10), 12=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-388/72, 3-22=-267/90, 3-4=-2582/354, 4-5=-2155/396, 5-6=-2020/419, 6-7=-1670/402, 7-23=-1730/405, 23-24=-1730/405, 8-24=-1730/405, 8-9=-1096/336, 9-10=-1499/450, 2-21=-570/199, 11-12=-276/175 BOT CHORD 20-21=-259/2086, 19-20=-216/1976, 18-19=-216/1976, 17-18=-157/1730, 16-17=-157/1730, 15-16=-139/1522, 13-14=-297/0, 10-13=-102/460, 12-13=-65/1149 WEBS 4-20=-15/298, 4-18=-565/167, 6-18=-71/715, 7-16=-306/141, 8-16=-44/515, 8-15=-1030/165, 9-15=-28/399, 13-15=-28/1406, 9-13=-203/323, 3-21=-2458/236, 10-12=-2058/157 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 21, 12. 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 202558 Truss A02 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:41 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-VFke5bXsEFnVEaTwvRx61aaQIQYqXLH1xwxfgdy9yva Scale = 1:85.5 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 EV2 WCR2 B4B51 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 243x6 5x6 3x4 3x6 2x4 4x5 3x4 5x6 3x4 3x8 1.5x4 3x8 4x8 6x8 6x8 3x5 3x7 3x5 3x6 9-1-6 9-1-6 17-11-4 8-9-14 24-0-0 6-0-12 30-0-12 6-0-12 33-4-0 3-3-4 39-8-0 6-4-0 -2-0-0 2-0-0 6-2-1 6-2-1 12-0-11 5-10-9 17-11-4 5-10-9 24-0-0 6-0-12 30-0-12 6-0-12 33-4-0 3-3-4 39-8-0 6-4-0 1- 2 - 0 12 - 1 1 - 1 1 13 - 1 - 8 13 - 7 - 1 1 5- 8 - 1 1 1- 0 - 0 12 - 1 1 - 1 1 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-2-12,0-0-12], [12:0-6-0,0-4-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.51 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.08 0.04 (loc) 19-20 19-20 11 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 307 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 No.2 *Except* W1,W9,EV1,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 5-17, 7-14, 8-12, 3-20 2 Rows at 1/3 pts 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=2233/0-5-8 (min. 0-2-6), 11=2043/Mechanical Max Horz20=346(LC 7) Max Uplift20=-104(LC 10), 11=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-433/84, 3-21=-309/103, 3-4=-2568/364, 4-5=-2318/380, 5-6=-2043/443, 6-22=-1579/427, 7-22=-1580/427, 7-23=-1155/387, 8-23=-1154/387, 8-9=-1485/469, 2-20=-606/206, 10-11=-279/176 BOT CHORD 19-20=-248/2103, 18-19=-196/1925, 17-18=-196/1925, 16-17=-125/1541, 15-16=-125/1541, 14-15=-125/1541, 9-12=-72/546, 11-12=-42/1174 WEBS 5-19=-20/355, 5-17=-635/184, 6-17=-76/610, 7-14=-887/127, 8-14=-53/441, 12-14=-50/1235, 3-20=-2420/252, 9-11=-2097/184 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 1-11-10, Interior(1) 1-11-10 to 12-0-11, Exterior(2R) 12-0-11 to 23-6-9, Interior(1) 23-6-9 to 24-5-7, Exterior(2R) 24-5-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 20=104. 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 202558 Truss A03 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:43 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-ResOVGZ6ls1DTudJ1s_a6?fkfEBH?EEKOEQmlWy9yvY Scale = 1:99.2 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15EV1 WCL2 HW2 T4 T5 B6B71 2 3 4 5 6 7 8 9 10 11 12 13 1415 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 3x6 5x6 5x6 3x6 5x6 4x5 3x4 3x6 4x5 6x8 6x8 4x5 3x5 3x8 4x5 6x8 3x8 5x8 4x6 4x5 6x8 3x5 3x5 3x5 3x4 3x5 5x14 MT20HS 3x6 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 39-8-0 7-11-0 48-0-0 8-4-0 -2-0-0 2-0-0 1-4-8 1-4-8 2-5-8 1-1-0 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 37-0-13 5-3-13 42-4-11 5-3-13 48-0-0 5-7-5 50-0-0 2-0-0 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 1- 2 - 0 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-8], [7:0-3-12,0-2-0], [10:0-3-12,0-2-0], [13:0-4-0,0-2-4], [14:0-3-8,Edge], [22:0-6-4,0-4-0], [25:0-2-8,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.64 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.14 0.05 (loc) 22-23 24-25 16 24-25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 354 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,B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W3,W4,W8,W15,EV1,WCL2: 2x4 DF Stud SLIDER Right 2x8 DF SS -œ 6-10-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18,14-16. 1 Row at midpt 8-22 WEBS 1 Row at midpt 5-23, 8-23, 9-20, 9-18, 11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=3235/0-5-8 (min. 0-3-7), 27=2090/0-5-8 (min. 0-2-4) Max Horz27=-272(LC 8) Max Uplift16=-117(LC 11), 27=-99(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2839/224, 4-28=-2789/288, 5-28=-2766/320, 5-6=-2125/327, 6-7=-1945/357, 7-8=-1606/366, 8-29=-1643/368, 9-29=-1643/368, 9-30=-709/214, 10-30=-710/214, 10-11=-985/191, 11-31=-284/1108, 12-31=-294/985, 12-13=-306/882, 13-32=-330/880, 14-32=-342/713, 2-27=-572/242 BOT CHORD 26-27=-202/1059, 25-26=-223/1326, 4-25=-324/151, 24-25=-354/2725, 23-24=-187/2194, 22-23=-132/1642, 19-20=-91/1358, 18-19=-91/1358, 17-18=-146/273, 16-17=-146/273, 14-16=-551/342 WEBS 3-26=-1481/263, 3-25=-323/2747, 4-24=-627/179, 5-24=0/363, 5-23=-780/174, 7-23=-52/773, 20-22=-113/1239, 9-22=-71/520, 9-18=-1232/217, 11-18=-180/1405, 11-16=-2774/589, 13-16=-483/173, 3-27=-1836/78 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 2-9-10, Interior(1) 2-9-10 to 9-4-4, Exterior(2R) 9-4-4 to 23-0-7, Interior(1) 23-0-7 to 24-11-9, Exterior(2R) 24-11-9 to 38-6-7, Interior(1) 38-6-7 to 45-2-6, Exterior(2E) 45-2-6 to 50-0-0 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27 except (jt=lb) 16=117. 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 202558 Truss A03A Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-wqQnjcakWA9452CVbZVpeCCvOdWHkhLTduAJHyy9yvX Scale = 1:97.2 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 EV1 WCL2 HW2 T4 T5 B6B71 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 3x6 5x6 5x6 3x6 5x6 4x5 3x4 3x6 4x6 7x8 6x8 4x5 3x5 3x8 4x5 6x8 3x8 4x8 4x5 4x5 6x8 3x5 3x5 3x5 3x4 3x5 4x12 3x6 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 39-8-0 7-11-0 48-0-0 8-4-0 -2-0-0 2-0-0 1-4-8 1-4-8 2-5-8 1-1-0 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 37-0-13 5-3-13 42-4-11 5-3-13 48-0-0 5-7-5 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 1- 2 - 0 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [7:0-3-12,0-2-0], [10:0-3-12,0-2-0], [13:0-4-0,0-2-4], [14:0-3-8,Edge], [21:0-6-4,0-4-4], [24:0-2-8,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.65 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.14 0.05 (loc) 21 23-24 15 23-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 351 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 No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W3,W4,W8,W15,EV1,WCL2: 2x4 DF Stud SLIDER Right 2x8 DF SS -œ 6-10-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 8-21 WEBS 1 Row at midpt 5-22, 8-22, 9-19, 9-17, 11-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=3026/0-5-8 (min. 0-3-4), 26=2131/0-5-8 (min. 0-2-4) Max Horz26=-265(LC 8) Max Uplift15=-82(LC 11), 26=-101(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2906/265, 4-27=-2863/327, 5-27=-2840/360, 5-6=-2199/366, 6-7=-2019/395, 7-8=-1668/397, 8-28=-1710/403, 9-28=-1710/403, 9-29=-820/270, 10-29=-821/270, 10-11=-1119/258, 11-30=-135/813, 12-30=-145/691, 12-13=-157/587, 13-31=-173/586, 14-31=-196/400, 2-26=-578/245 BOT CHORD 25-26=-210/1074, 24-25=-233/1341, 4-24=-329/149, 23-24=-367/2785, 22-23=-198/2255, 21-22=-142/1708, 18-19=-102/1444, 17-18=-102/1444, 14-15=-309/199 WEBS 3-25=-1498/274, 3-24=-336/2809, 4-23=-624/181, 5-23=0/363, 5-22=-780/175, 7-22=-72/812, 8-22=-282/192, 19-21=-122/1318, 9-21=-67/492, 9-17=-1183/193, 11-17=-111/1268, 11-15=-2561/481, 13-15=-476/186, 3-26=-1879/100 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 2-9-10, Interior(1) 2-9-10 to 9-4-4, Exterior(2R) 9-4-4 to 23-0-7, Interior(1) 23-0-7 to 24-11-9, Exterior(2R) 24-11-9 to 38-6-7, Interior(1) 38-6-7 to 43-2-6, Exterior(2E) 43-2-6 to 48-0-0 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 26=101. 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. 8) 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 202558 Truss A03B Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:45 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-O0_9wybMHTHwiCnh8H02BQl4w1qHT8jcsYvspOy9yvW Scale = 1:79.3 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV1 WCL2 EV2 WCR2 T4 B61 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 3x6 5x6 5x6 2x4 2x4 4x5 3x6 6x8 2x4 2x4 3x6 4x5 3x5 3x4 4x5 3x8 3x4 3x4 3x4 4x6 4x6 3x5 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 19-9-4 2-2-12 24-7-12 4-10-8 31-9-0 7-1-4 39-8-0 7-11-0 -2-0-0 2-0-0 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 35-6-12 3-9-12 39-8-0 4-1-4 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 6- 8 - 1 1 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-0-12,0-1-8], [6:0-3-12,0-2-0], [9:0-3-12,0-2-0], [18:0-2-12,0-2-8] 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 WB Matrix-SH 0.60 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.10 0.04 (loc) 12-13 20-21 12 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 317 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 No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W6,EV1,WCL2,EV2: 2x4 DF Stud, W8: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-19, 6-18, 9-15, 10-12 2 Rows at 1/3 pts 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=958/0-5-8 (min. 0-1-8), 16=2542/0-5-8 (min. 0-2-11), 12=776/Mechanical Max Horz23=337(LC 7) Max Uplift23=-33(LC 10), 16=-242(LC 7), 12=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-773/83, 3-24=-688/92, 3-4=-754/145, 5-6=-152/292, 6-7=-88/268, 7-26=-88/270, 8-26=-88/270, 8-27=-156/253, 9-27=-156/253, 9-10=-440/268, 2-23=-1000/200 BOT CHORD 22-23=-301/236, 20-21=-287/1101, 19-20=-90/509, 7-18=-395/117, 14-15=-11/267, 13-14=-11/267, 12-13=-28/250 WEBS 3-20=-604/202, 4-20=0/371, 4-19=-793/171, 6-19=-37/629, 6-18=-964/118, 16-18=-891/225, 8-18=-178/1069, 8-16=-2188/255, 8-15=0/462, 9-15=-432/44, 2-22=-50/722, 10-12=-613/76 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 23 except (jt=lb) 16=242, 12=109. 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 202558 Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:47 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-KP5vLecdp5XeyVw4Gi2WGrqQ9rX?x1WvJsOzuHy9yvU Scale = 1:79.3 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV1 WCL2 EV2 WCR2 T4 B61 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 3x6 5x6 5x6 2x4 2x4 5x6 3x6 6x8 2x4 2x4 3x6 3x4 3x5 3x4 4x5 3x10 3x4 3x4 3x4 4x5 4x6 3x4 4-4-4 4-4-4 10-3-10 5-11-6 16-3-0 5-11-6 17-6-8 1-3-8 19-9-4 2-2-12 24-7-12 4-10-8 31-9-0 7-1-4 39-8-0 7-11-0 -2-0-0 2-0-0 4-4-4 4-4-4 10-3-10 5-11-6 16-3-0 5-11-6 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 35-6-12 3-9-12 39-8-0 4-1-4 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 6- 8 - 1 1 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-3-12,0-2-0], [9:0-3-12,0-2-0], [18:0-2-12,0-2-8] 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 WB Matrix-SH 0.62 0.72 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.10 0.05 (loc) 20-21 20-21 12 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 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 No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W6,EV1,WCL2,EV2: 2x4 DF Stud, W8: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-19, 6-18, 9-15, 10-13, 10-12 2 Rows at 1/3 pts 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=877/0-5-8 (min. 0-1-8), 16=2704/0-5-8 (min. 0-2-14), 12=695/Mechanical Max Horz23=337(LC 9) Max Uplift23=-29(LC 10), 16=-254(LC 7), 12=-130(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-758/98, 3-24=-650/115, 3-4=-511/155, 5-6=-132/418, 6-7=-89/392, 7-26=-89/394, 8-26=-89/394, 8-27=-144/270, 9-27=-145/270, 9-10=-397/268, 2-23=-869/213 BOT CHORD 22-23=-297/247, 20-21=-168/746, 19-20=-68/298, 7-18=-426/113 WEBS 3-20=-490/130, 4-20=0/380, 4-19=-761/163, 6-19=-56/641, 6-18=-993/116, 16-18=-1038/226, 8-18=-179/1089, 8-16=-2293/262, 8-15=0/541, 9-15=-527/41, 9-13=-11/266, 2-22=-45/589, 10-12=-526/99 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 23 except (jt=lb) 16=254, 12=130. 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 202558 Truss A05 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:48 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-obfHZ_dFaOfVZfVGqPZlp2NeqEvSgXG3YW8WQjy9yvT Scale = 1:80.1 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 B4B51 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x6 5x6 3x4 3x6 2x4 4x5 3x4 5x6 3x4 3x8 3x4 3x4 3x4 6x8 5x10 6x8 3x4 3x7 3x5 3x6 8-3-4 8-3-4 16-3-0 7-11-12 21-5-0 5-2-0 31-9-0 10-4-0 33-4-0 1-7-0 39-8-0 6-4-0 -2-0-0 2-0-0 5-7-5 5-7-5 10-11-3 5-3-13 16-3-0 5-3-13 21-5-0 5-2-0 26-7-0 5-2-0 31-9-0 5-2-0 33-4-0 1-7-0 39-8-0 6-4-0 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 5- 8 - 1 1 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [9:0-3-4,0-2-8], [13:0-6-4,0-4-8] 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 WB Matrix-SH 0.43 0.57 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.08 0.04 (loc) 15-16 15-16 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 308 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 No.2 *Except* W1,W10,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. WEBS 1 Row at midpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2233/0-5-8 (min. 0-2-6), 12=2043/Mechanical Max Horz21=325(LC 7) Max Uplift21=-97(LC 10), 12=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-388/72, 3-22=-267/90, 3-4=-2582/354, 4-5=-2155/396, 5-6=-2020/419, 6-7=-1670/402, 7-23=-1730/405, 23-24=-1730/405, 8-24=-1730/405, 8-9=-1096/336, 9-10=-1499/450, 2-21=-570/199, 11-12=-276/175 BOT CHORD 20-21=-259/2086, 19-20=-216/1976, 18-19=-216/1976, 17-18=-157/1730, 16-17=-157/1730, 15-16=-139/1522, 13-14=-297/0, 10-13=-102/460, 12-13=-65/1149 WEBS 4-20=-15/298, 4-18=-565/167, 6-18=-71/715, 7-16=-306/141, 8-16=-44/515, 8-15=-1030/165, 9-15=-28/399, 13-15=-28/1406, 9-13=-203/323, 3-21=-2458/236, 10-12=-2058/157 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 21, 12. 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 202558 Truss A06 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:49 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-GoDgmKetLinMBp4SN75_LGvpaeEdP0RCmAt4z9y9yvS Scale = 1:82.0 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 B2 B3W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 T5 B4B51 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 3x6 5x6 3x6 2x4 3x6 2x4 4x5 3x4 5x6 3x4 3x8 3x4 3x4 3x4 3x10 6x8 6x8 3x4 3x7 4x5 3x6 8-1-6 8-1-6 15-11-4 7-9-14 21-3-12 5-4-8 32-0-12 10-9-0 36-8-0 4-7-4 39-8-0 3-0-0 -2-0-0 2-0-0 5-6-1 5-6-1 10-8-11 5-2-9 15-11-4 5-2-9 21-3-12 5-4-8 26-8-4 5-4-8 32-0-12 5-4-8 36-8-0 4-7-4 39-8-0 3-0-0 1- 2 - 0 11 - 7 - 1 1 11 - 9 - 8 12 - 3 - 1 1 5- 8 - 1 1 1- 0 - 0 11 - 7 - 1 1 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [10:0-2-12,0-0-12], [14:0-5-8,0-4-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.58 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.52 0.08 0.04 (loc) 16-18 16-18 13 19 l/defl >999 >903 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 301 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 No.2 *Except* W1,W10,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 4-19, 7-19, 7-18, 9-16, 10-14, 3-22, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=2233/0-5-8 (min. 0-2-6), 13=2043/Mechanical Max Horz22=318(LC 7) Max Uplift22=-96(LC 10), 13=-24(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-374/70, 3-23=-256/88, 3-24=-2585/349, 4-24=-2338/350, 4-5=-2173/393, 5-6=-2039/414, 6-7=-1701/396, 7-8=-1790/397, 8-9=-1790/397, 9-10=-1094/326, 10-25=-943/344, 11-25=-1049/326, 2-22=-560/197 BOT CHORD 21-22=-259/2083, 20-21=-217/1983, 19-20=-217/1983, 18-19=-161/1790, 17-18=-145/1562, 16-17=-145/1562, 11-14=-59/1079, 13-14=-43/786 WEBS 4-21=-14/289, 4-19=-530/161, 6-19=-70/730, 7-18=-300/144, 9-18=-38/532, 9-16=-1077/169, 10-16=-29/862, 14-16=-55/1131, 10-14=-782/74, 3-22=-2470/236, 11-13=-2088/193 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 1-11-10, Interior(1) 1-11-10 to 10-3-15, Exterior(2R) 10-3-15 to 21-3-12, Interior(1) 21-3-12 to 26-5-7, Exterior(2R) 26-5-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 22, 13. 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 202558 Truss A07 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:50 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-k_n2zgeV60vDpzffxqcDuTSwT2e38QUL?qddVcy9yvR Scale = 1:78.5 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 T5 B4B51 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 3x6 5x6 3x6 2x4 3x5 3x6 2x4 4x5 3x5 5x6 3x8 1.5x4 3x4 3x8 3x4 3x10 6x8 6x10 5x6 4x5 3x6 7-1-6 7-1-6 13-11-4 6-9-14 20-7-3 6-7-15 27-4-13 6-9-11 34-0-12 6-7-15 36-8-0 2-7-4 39-8-0 3-0-0 -2-0-0 2-0-0 7-1-6 7-1-6 13-11-4 6-9-14 20-7-3 6-7-15 27-4-13 6-9-11 34-0-12 6-7-15 36-8-0 2-7-4 39-8-0 3-0-0 1- 2 - 0 10 - 3 - 1 1 10 - 5 - 8 10 - 1 1 - 1 1 5- 8 - 1 1 1- 0 - 0 10 - 3 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-3-0,0-2-3], [9:0-4-12,0-0-12], [13:0-5-8,0-4-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.37 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.07 0.05 (loc) 18 18-20 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 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 No.2 *Except* W1,W10,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 6-20, 6-16, 8-15, 9-13, 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=2233/0-5-8 (min. 0-2-6), 12=2043/Mechanical Max Horz22=291(LC 7) Max Uplift22=-87(LC 10), 12=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-2739/284, 3-23=-2576/314, 3-24=-2371/346, 4-24=-2208/360, 4-5=-2185/374, 5-25=-1827/378, 6-25=-1830/378, 6-7=-1752/351, 7-8=-1752/351, 8-26=-955/276, 9-26=-952/277, 9-27=-872/278, 10-27=-972/268, 2-22=-2161/344 BOT CHORD 21-22=-291/376, 20-21=-246/2143, 19-20=-202/2040, 18-19=-202/2040, 17-18=-202/2040, 16-17=-202/2040, 15-16=-163/1752, 10-13=-93/1223, 12-13=-64/784 WEBS 3-20=-440/146, 5-20=-6/709, 6-20=-380/152, 6-18=0/271, 6-16=-513/68, 8-16=0/565, 8-15=-1423/141, 9-15=-52/783, 13-15=-81/1079, 9-13=-671/76, 2-21=-171/1915, 10-12=-2075/154 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 1-11-10, Interior(1) 1-11-10 to 8-3-15, Exterior(2R) 8-3-15 to 19-6-9, Interior(1) 19-6-9 to 28-5-7 , Exterior(2R) 28-5-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 22, 12. 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 202558 Truss B01 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:51 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-CALQB?f7tJ14Q7ErVY7SQh?14SsSts6VEUMB12y9yvQ Scale = 1:89.0 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 EV1 WCL2 EV2 WCR2 T4T5 B61 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 5x8 3x6 5x8 3x4 4x5 4x5 3x4 3x6 4x8 5x8 7x8 3x12 10x16 MT20HS 3x8 2x4 7x8 8x16 MT20HS 6x8 3x10 5x8 3x4 3x10 MT20HS 3x10 MT20HS 3x4 3x6 7-11-4 7-11-4 11-2-10 3-3-6 14-6-0 3-3-6 20-5-4 5-11-4 26-4-8 5-11-4 33-2-10 6-10-2 40-0-12 6-10-2 48-0-0 7-11-4 -2-0-0 2-0-0 4-1-6 4-1-6 7-11-4 3-9-14 11-2-10 3-3-6 14-6-0 3-3-6 20-5-4 5-11-4 26-4-8 5-11-4 33-2-10 6-10-2 40-0-12 6-10-2 43-10-10 3-9-14 48-0-0 4-1-6 50-0-0 2-0-0 1- 2 - 0 6- 5 - 8 6- 1 1 - 1 1 1- 2 - 0 0- 1 1 - 4 6- 5 - 8 8.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-1-12], [12:0-5-8,0-1-12], [19:0-3-8,Edge], [21:0-11-8,0-4-12], [23:0-11-4,0-4-8], [25:0-3-8,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.87 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.84 0.31 0.21 (loc) 21-22 21-22 16 21-22 l/defl >999 >680 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 297 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,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W5,W7,W9,W10,W11,W13: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-26, 10-18, 3-27, 13-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 27=2661/0-5-8 (min. 0-2-13), 16=2661/0-5-8 (min. 0-2-13) Max Horz27=-167(LC 8) Max Uplift27=-115(LC 7), 16=-115(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-308/38, 3-4=-3238/407, 4-5=-2585/376, 5-6=-4879/529, 6-29=-5559/544, 7-29=-5559/544, 7-8=-5559/544, 8-9=-5559/544, 9-10=-5752/557, 10-11=-2600/382, 11-12=-2601/382, 12-13=-3225/406, 14-30=-308/43, 2-27=-501/173, 14-16=-505/178 BOT CHORD 26-27=-218/2438, 25-26=-243/3397, 6-23=-959/166, 22-23=-345/4914, 21-22=-361/5782, 9-21=-329/126, 18-19=-221/4119, 17-18=-149/2437, 16-17=-149/2437 WEBS 4-26=-111/1417, 5-26=-1673/178, 5-25=-1137/103, 23-25=-238/3460, 5-23=-184/2803, 6-22=-105/855, 7-22=-521/125, 9-22=-290/56, 19-21=-220/3946, 10-21=-174/2048, 10-19=-511/122, 10-18=-2025/202, 12-18=-63/1309, 13-18=-64/266, 3-27=-3087/359, 13-16=-3088/352 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 2-9-10, Exterior(2R) 2-9-10 to 14-8-11, Interior(1) 14-8-11 to 33-2-10, Exterior(2R) 33-2-10 to 45-2-6, Exterior(2E) 45-2-6 to 50-0-0 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=115, 16=115. 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 202558 Truss B01AG Truss Type HIP GIRDER Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:04:59 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-zjqRsll8_n2xOLrNzDGKlNKOvgaElTVg4kIcJay9yvI Scale = 1:92.9 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 EV1 WCL2 EV2 WCR2 T4T5 B61 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 5x6 3x6 5x6 3x4 4x5 4x5 5x6 4x10 MT20HS4x8 5x6 6x10 4x10 10x12 MT20HS 4x8 2x4 6x10 10x16 MT20HS 4x6 4x5 4x8 5x6 3x4 3x4 3x6 5x8 5x8 5-11-4 5-11-4 10-2-10 4-3-6 14-6-0 4-3-6 20-5-4 5-11-4 26-4-8 5-11-4 34-2-10 7-10-2 42-0-12 7-10-2 48-0-0 5-11-4 -2-0-0 2-0-0 3-1-6 3-1-6 5-11-4 2-9-14 10-2-10 4-3-6 14-6-0 4-3-6 20-5-4 5-11-4 26-4-8 5-11-4 31-7-4 5-2-12 36-10-0 5-2-12 42-0-12 5-2-12 44-10-10 2-9-14 48-0-0 3-1-6 50-0-0 2-0-0 1- 2 - 0 5- 1 - 8 5- 7 - 1 1 1- 2 - 0 0- 2 - 0 0- 1 1 - 4 5- 1 - 8 8.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [13:0-3-12,0-2-0], [20:0-4-15,0-2-4], [22:0-10-12,0-6-0], [24:0-8-8,0-6-4], [26:0-3-8,0-2-0] 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 WB Matrix-SH 0.95 0.94 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.70 -1.07 0.29 0.41 (loc) 22-23 22-23 17 22-23 l/defl >811 >533 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 627 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2,B4: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W5,W6,W10: 2x4 DF No.2 OTHERS 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (2-11-6 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 28=4312/0-5-8 (min. 0-2-5), 17=4312/0-5-8 (min. 0-2-5) Max Horz28=-139(LC 24) Max Uplift28=-602(LC 5), 17=-587(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-706/125, 3-4=-5470/897, 4-29=-4455/755, 5-29=-4454/755, 5-30=-12018/2164, 30-31=-12018/2164, 6-31=-12018/2164, 6-32=-13335/2413, 32-33=-13335/2413, 33-34=-13335/2413, 7-34=-13335/2413, 7-8=-13335/2413, 8-35=-13335/2413, 35-36=-13335/2413, 9-36=-13335/2413, 9-37=-14065/2512, 37-38=-14065/2512, 10-38=-14065/2512, 10-39=-8733/1475, 39-40=-8733/1475, 11-40=-8733/1475, 11-12=-8733/1475, 12-41=-4496/737, 41-42=-4497/737, 13-42=-4497/737, 13-14=-5511/871, 14-15=-675/129, 2-28=-768/126, 15-17=-756/129 BOT CHORD 28-43=-670/3872, 43-44=-670/3872, 27-44=-670/3872, 27-45=-1265/7202, 26-45=-1265/7202, 26-46=-113/624, 46-47=-113/624, 25-47=-113/624, 6-24=-1455/421, 24-48=-2183/12145, 48-49=-2183/12142, 49-50=-2185/12137, 23-50=-2184/12133, 23-51=-2536/14218, 51-52=-2535/14222, 52-53=-2534/14226, 22-53=-2534/14228, 21-22=0/271, 21-54=-179/1202, 54-55=-179/1202, 55-56=-179/1202, 56-57=-179/1202, 20-57=-179/1202, 20-58=-1285/7672, 58-59=-1285/7672, 19-59=-1285/7672, 19-60=-1285/7672, 18-60=-1285/7672, 18-61=-543/3891, 61-62=-543/3891, 17-62=-543/3891 WEBS 3-27=-201/926, 4-27=-331/2411, 5-27=-4030/785, 5-26=-1787/443, 24-26=-1200/6851, 5-24=-1178/6344, 6-23=-322/1421, 7-23=-837/279, 9-23=-1038/179, 20-22=-1690/9484, 10-22=-805/4258, 10-20=-3685/847, 12-20=-301/2295, 12-18=-4237/846, 13-18=-294/2374, 14-18=-201/957, 3-28=-4815/745, 14-17=-4882/716 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 0-9-0 oc, 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 Continued on page 2 Job 202558 Truss B01AG Truss Type HIP GIRDER Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:00 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-SvOq44mnl4Ao0VQaXxnZIasZf4wTUwlqIO29r0y9yvH NOTES- 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) Provide adequate drainage to prevent water ponding. 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) 28, 17 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) 28=602, 17=587. 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. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 99 lb up at 5-11-4, 117 lb down and 93 lb up at 8-0-0, 117 lb down and 93 lb up at 10-0-0, 117 lb down and 93 lb up at 12-0-0, 117 lb down and 93 lb up at 14-0-0, 111 lb down and 78 lb up at 16-0-0, 111 lb down and 78 lb up at 18-0-0, 111 lb down and 78 lb up at 20-0-0, 111 lb down and 78 lb up at 22-0-0, 111 lb down and 78 lb up at 24-0-0, 111 lb down and 78 lb up at 26-0-0, 117 lb down and 93 lb up at 28-0-0, 117 lb down and 93 lb up at 30-0-0, 117 lb down and 93 lb up at 32-0-0, 117 lb down and 93 lb up at 34-0-0, 117 lb down and 93 lb up at 36-0-0, 117 lb down and 93 lb up at 38-0-0, and 117 lb down and 93 lb up at 40-0-0, and 196 lb down and 99 lb up at 42-0-12 on top chord, and 59 lb down at 2-0-0, 62 lb down at 4-0-0, 66 lb down at 6-0-0, 66 lb down at 8-0-0, 66 lb down at 10-0-0, 66 lb down at 12-0-0, 66 lb down at 14-0-0, 60 lb down and 22 lb up at 16-0-0, 60 lb down and 22 lb up at 18-0-0, 60 lb down and 22 lb up at 20-0-0, 60 lb down and 22 lb up at 22-0-0, 60 lb down and 22 lb up at 24-0-0, 60 lb down and 22 lb up at 26-0-0, 66 lb down at 28-0-0, 66 lb down at 30-0-0, 66 lb down at 32-0-0, 66 lb down at 34-0-0, 66 lb down at 36-0-0, 66 lb down at 38-0-0, 66 lb down at 40-0-0, 66 lb down at 42-0-0, and 62 lb down at 44-0-0, and 59 lb down at 46-0-0 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: 1-4=-84, 4-13=-84, 13-16=-84, 25-28=-20, 22-24=-20, 17-21=-20 Concentrated Loads (lb) Vert: 4=-196(F) 8=-102(F) 13=-196(F) 27=-43(F) 5=-117(F) 26=-43(F) 18=-43(F) 11=-117(F) 29=-117(F) 30=-117(F) 31=-117(F) 32=-102(F) 33=-102(F) 34=-102(F) 35=-102(F) 36=-102(F) 37=-117(F) 38=-117(F) 39=-117(F) 40=-117(F) 41=-117(F) 42=-117(F) 43=-22(F) 44=-29(F) 45=-43(F) 46=-43(F) 47=-43(F) 48=-58(F) 49=-58(F) 50=-58(F) 51=-58(F) 52=-58(F) 53=-58(F) 54=-43(F) 55=-43(F) 56=-43(F) 57=-43(F) 58=-43(F) 59=-43(F) 60=-43(F) 61=-29(F) 62=-22(F) Job 202558 Truss B01G Truss Type HIP GIRDER Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:01 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-w5yCHQnPWOIfdf?m4eIoqoPmHUIwDNrzX2niOTy9yvG Scale = 1:92.8 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 EV1 WCL2 EV2 WCR2 T4 T5 B6 T6T7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 3x6 3x6 10x20 MT18HS 7x12 MT18HS 3x6 4x5 4x5 5x6 7x10 MT20HS 3x5 5x6 5x10 8x10 5x6 4x8 2x4 8x12 8x12 MT20HS 3x5 5x6 10x12 MT20HS 3x5 7x8 4x8 4x8 4x10 6-1-0 6-1-0 11-10-8 5-9-8 14-6-0 2-7-8 20-5-4 5-11-4 26-4-8 5-11-4 36-1-8 9-9-0 39-9-9 3-8-1 43-9-1 3-11-8 48-0-0 4-3-0 -2-0-0 2-0-0 6-1-0 6-1-0 11-10-8 5-9-8 14-6-0 2-7-8 20-5-4 5-11-4 26-4-8 5-11-4 31-3-0 4-10-8 36-1-8 4-10-8 39-9-9 3-8-1 43-9-1 3-11-8 48-0-0 4-3-0 1- 2 - 0 9- 1 - 0 9- 7 - 3 1- 2 - 0 0- 1 1 - 4 9- 1 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [11:1-5-8,0-2-7], [12:0-0-12,0-1-12], [14:0-4-4,Edge], [15:0-5-0,0-3-6], [16:0-4-0,0-2-12], [18:0-6-0,0-6-4], [19:0-5-12,0-4-0], [21:0-8-4,0-5-12], [23:0-5-12,0-6-0] 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 WB Matrix-SH 0.83 0.74 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.52 0.18 0.05 (loc) 21-22 21-22 15 21-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 806 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B4: 2x4 DF No.2, B3: 2x6 DF SS WEBS 2x4 DF No.2 *Except* W1,W2,W4,W13,W15,W16,WCL2: 2x4 DF Stud, W14: 2x8 DF SS EV1,EV2: 2x6 DF SS, WCR2: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-10 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24. WEBS 1 Row at midpt 12-19 REACTIONS.(lb/size) 27=4170/0-5-8 (min. 0-2-4), 15=10470/(0-5-8 + bearing block) (req. 0-5-9) Max Horz27=209(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5487/0, 3-4=-5691/0, 4-5=-5540/0, 5-6=-6067/0, 6-7=-7656/0, 7-8=-7656/0, 8-9=-9025/0, 9-10=-9025/0, 10-11=-8817/0, 11-12=-10705/0, 12-13=-14717/0, 13-14=-13704/0, 2-27=-3930/0, 14-15=-9779/0 BOT CHORD 26-27=0/893, 25-26=0/4444, 24-25=0/399, 6-23=-2271/0, 22-23=0/6098, 21-22=0/9059, 8-21=0/1763, 19-20=0/1184, 18-19=0/12182, 18-28=0/11304, 17-28=0/11304, 16-17=0/11304, 16-29=0/1614, 29-30=0/1614, 15-30=0/1614 WEBS 3-26=-750/0, 3-25=0/451, 5-25=-1619/0, 23-25=0/4624, 5-23=0/4537, 6-22=0/2538, 7-22=-541/129, 8-22=-2269/0, 19-21=0/7890, 10-21=-1145/4, 10-19=-417/1291, 11-19=0/5509, 12-19=-6612/0, 12-18=0/7664, 13-18=0/1178, 13-16=-1661/0, 2-26=0/3628, 14-16=0/9901 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-2-0 oc, 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, 2x8 - 2 rows staggered at 0-9-0 oc. 3) 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. 4) 2x6 DF SS bearing block 12" long at jt. 15 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be DF No.2. 5) 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 6) 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 7) 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. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) 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 202558 Truss B01G Truss Type HIP GIRDER Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:01 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-w5yCHQnPWOIfdf?m4eIoqoPmHUIwDNrzX2niOTy9yvG NOTES- 11) Bearing at joint(s) 27, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8260 lb down at 39-9-9, 312 lb down at 40-1-8, 312 lb down at 42-1-8, and 312 lb down at 44-1-8, and 312 lb down at 46-1-8 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, 5-11=-84, 11-14=-84, 24-27=-20, 21-23=-20, 15-20=-20 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-5=-66, 5-11=-66, 11-14=-66, 24-27=-20, 21-23=-20, 15-20=-20 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-5=-14, 5-11=-14, 11-14=-14, 24-27=-40, 21-23=-40, 15-20=-40 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-9, 5-11=20, 11-14=12, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-13, 2-5=1, 11-14=20, 2-27=12, 14-15=18 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=12, 5-11=20, 11-14=-9, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-14, 2-5=-20, 11-14=-1, 2-27=-18, 14-15=-12 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-5=-27, 5-11=3, 11-14=-6, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=7, 2-5=13, 11-14=8, 2-27=24, 14-15=6 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-5=-6, 5-11=3, 11-14=-27, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-14, 2-5=-8, 11-14=-13, 2-27=-6, 14-15=-24 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=20, 5-11=10, 11-14=10, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-23, 2-5=-28, 11-14=18, 2-27=7, 14-15=15 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=10, 5-11=10, 11-14=20, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-12, 2-5=-18, 11-14=28, 2-27=-15, 14-15=-7 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=20, 5-11=10, 11-14=10, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-23, 2-5=-28, 11-14=18, 2-27=7, 14-15=15 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job 202558 Truss B01G Truss Type HIP GIRDER Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:01 2020 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-w5yCHQnPWOIfdf?m4eIoqoPmHUIwDNrzX2niOTy9yvG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-5=10, 5-11=10, 11-14=20, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 1-2=-12, 2-5=-18, 11-14=28, 2-27=-15, 14-15=-7 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5=3, 5-11=-8, 11-14=-8, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-23, 2-5=-17, 11-14=6, 2-27=19, 14-15=4 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-8, 5-11=-8, 11-14=3, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-12, 2-5=-6, 11-14=17, 2-27=-4, 14-15=-19 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 14) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-5=-14, 5-11=-14, 11-14=-14, 24-27=-20, 21-23=-20, 15-20=-20 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 15) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2-5=-14, 5-11=-14, 11-14=-14, 24-27=-20, 21-23=-20, 15-20=-20 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 16) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-72, 2-5=-76, 5-11=-54, 11-14=-60, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=5, 2-5=10, 11-14=6, 2-27=18, 14-15=5 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 17) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-60, 5-11=-54, 11-14=-76, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-11, 2-5=-6, 11-14=-10, 2-27=-5, 14-15=-18 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 18) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-54, 5-11=-62, 11-14=-62, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-17, 2-5=-12, 11-14=5, 2-27=14, 14-15=3 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-5=-62, 5-11=-62, 11-14=-54, 24-27=-20, 21-23=-20, 15-20=-20 Horz: 1-2=-9, 2-5=-5, 11-14=12, 2-27=-3, 14-15=-14 Drag: 5-6=-0, 10-11=0 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 20) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-13, 5-11=-8, 11-14=-8, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 2-5=5, 2-27=16 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) 21) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-8, 5-11=-8, 11-14=-13, 24-27=-12, 21-23=-12, 15-20=-12 Horz: 11-14=-5, 14-15=-16 Concentrated Loads (lb) Vert: 17=-312(F) 18=-8260(F) 28=-312(F) 29=-312(F) 30=-312(F) Job 202558 Truss B02 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:02 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-OIVaVmo1HhQWFpayeLq1N?y?oufnyrG7miXGwvy9yvF Scale = 1:91.9 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 EV1 WCL2 EV2 WCR2 T4 B61 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 5x8 3x6 3x4 3x4 3x4 3x4 4x6 7x8 5x6 8x12 3x8 2x4 5x8 7x10 4x10 3x8 5x6 3x4 6x8 MT20HS 6x8 MT20HS 3x4 5x6 9-11-4 9-11-4 14-6-0 4-6-12 20-5-4 5-11-4 26-4-8 5-11-4 32-2-10 5-10-2 38-0-12 5-10-2 48-0-0 9-11-4 -2-0-0 2-0-0 5-1-6 5-1-6 9-11-4 4-9-14 14-6-0 4-6-12 20-5-4 5-11-4 26-4-8 5-11-4 32-2-10 5-10-2 38-0-12 5-10-2 42-10-10 4-9-14 48-0-0 5-1-6 50-0-0 2-0-0 1- 2 - 0 7- 7 - 1 1 7- 9 - 8 8- 3 - 1 1 1- 2 - 0 0- 1 1 - 4 7- 7 - 1 1 8.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [10:0-3-0,0-2-3], [17:0-3-8,0-2-8], [19:0-4-0,0-3-4] 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 WB Matrix-SH 0.53 0.70 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.60 0.25 0.14 (loc) 19-20 19-20 14 19-20 l/defl >999 >958 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 303 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,B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W3,W6,W13,EV1,WCL2,EV2,WCR2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-2 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 9-16, 3-24, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=2661/0-5-8 (min. 0-2-13), 14=2661/0-5-8 (min. 0-2-13) Max Horz24=194(LC 9) Max Uplift24=-87(LC 7), 14=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-395/37, 25-26=-300/47, 3-26=-295/57, 3-4=-3235/454, 4-5=-3844/531, 5-27=-3860/531, 6-27=-3860/531, 6-7=-4563/556, 7-8=-4563/556, 8-28=-4544/555, 9-28=-4544/555, 9-10=-2591/428, 10-11=-3236/455, 11-29=-298/58, 29-30=-304/48, 12-30=-401/38, 2-24=-562/179, 12-14=-568/181 BOT CHORD 23-24=-220/2547, 5-21=-502/152, 20-21=-266/4535, 19-20=-266/4535, 8-19=-479/114, 16-17=-181/3560, 15-16=-194/2544, 14-15=-194/2544 WEBS 4-23=-403/120, 21-23=-134/2527, 4-21=-183/2173, 6-21=-981/114, 6-20=0/286, 17-19=-174/3386, 9-19=-132/1481, 9-17=-459/90, 9-16=-1538/183, 10-16=-93/1305, 3-24=-3070/415, 11-14=-3061/413 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 2-9-10, Interior(1) 2-9-10 to 3-1-13, Exterior(2R) 3-1-13 to 16-8-11, Interior(1) 16-8-11 to 31-3-5 , Exterior(2R) 31-3-5 to 44-10-3, Interior(1) 44-10-3 to 45-2-6, Exterior(2E) 45-2-6 to 50-0-0 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14. 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 202558 Truss B03 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:03 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-sU3yi6of2?YNtz99C3LGwDUCTH4AhKZG_LGpSLy9yvE Scale = 1:73.8 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 3x6 5x6 2x4 3x6 4x5 5x6 1.5x4 3x8 3x5 3x5 3x6 8-3-4 8-3-4 16-3-0 7-11-12 19-9-4 3-6-4 26-7-0 6-9-12 31-9-0 5-2-0 39-8-0 7-11-0 -2-0-0 2-0-0 5-7-5 5-7-5 10-11-3 5-3-13 16-3-0 5-3-13 21-5-0 5-2-0 26-7-0 5-2-0 31-9-0 5-2-0 35-6-12 3-9-12 39-8-0 4-1-4 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 6- 8 - 1 1 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [9:0-3-12,0-2-0] 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 WB Matrix-SH 0.40 0.37 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.02 0.02 (loc) 12-13 12-13 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 305 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV1,WCL2,EV2: 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 (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-17, 6-16, 7-16, 8-14, 9-14, 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=2271/0-5-8 (min. 0-2-7), 20=1092/0-5-8 (min. 0-1-8), 12=912/Mechanical Max Horz20=337(LC 7) Max Uplift16=-136(LC 7), 20=-67(LC 10), 12=-48(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-274/69, 3-4=-841/170, 4-5=-283/196, 7-22=-288/259, 22-23=-288/259, 8-23=-288/259, 8-9=-288/259, 9-10=-521/271, 2-20=-490/190 BOT CHORD 19-20=-190/773, 18-19=-137/493, 17-18=-137/493, 13-14=-43/352, 12-13=-37/309 WEBS 3-19=-278/149, 4-19=-21/437, 4-17=-666/170, 6-17=-78/657, 6-16=-1026/116, 7-16=-1179/191, 7-14=-73/775, 8-14=-452/126, 3-20=-822/64, 10-12=-760/54 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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) 20, 12 except (jt=lb) 16=136. 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 202558 Truss B04 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-KgdKvSpHpJgEU6jLmmsVSQ1MDhQvQonPD?0N_oy9yvD Scale = 1:73.8 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 EV2 WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 5x6 2x4 4x12 3x6 3x4 6x8 3x5 3x5 3x5 3x4 3x4 3x4 5x6 3x4 1.5x4 3x8 3x4 3x4 3x5 3x6 8-3-4 8-3-4 16-3-0 7-11-12 19-7-12 3-4-12 26-7-0 6-11-4 31-9-0 5-2-0 39-8-0 7-11-0 -2-0-0 2-0-0 5-7-5 5-7-5 10-11-3 5-3-13 16-3-0 5-3-13 21-5-0 5-2-0 26-7-0 5-2-0 31-9-0 5-2-0 35-6-12 3-9-12 39-8-0 4-1-4 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 6- 8 - 1 1 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [6:0-3-12,0-2-0], [9:0-3-12,0-2-0] 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 WB Matrix-SH 0.40 0.34 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.02 0.02 (loc) 12-13 12-13 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV2: 2x4 DF Stud SLIDER Left 2x8 DF SS -œ 6-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 7-16, 8-14, 9-14, 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1113/0-3-8 (min. 0-1-8), 16=2214/0-3-8 (min. 0-2-6), 12=952/Mechanical Max Horz2=325(LC 7) Max Uplift2=-62(LC 10), 16=-152(LC 7), 12=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1164/111, 3-20=-1031/138, 3-4=-898/171, 4-5=-328/198, 7-21=-329/262, 21-22=-329/262, 8-22=-329/262, 8-9=-330/262, 9-10=-552/273 BOT CHORD 2-19=-174/816, 18-19=-125/523, 17-18=-125/523, 13-14=-38/378, 12-13=-35/326 WEBS 3-19=-297/145, 4-19=-24/448, 4-17=-674/174, 6-17=-80/663, 6-16=-1003/115, 7-16=-1142/188, 7-14=-69/733, 8-14=-452/126, 10-12=-803/57 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 16=152. 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 202558 Truss B05 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:05 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-otBj7oqvaco56GIXJUNk?eaVP5lL9EeZSflwXEy9yvC Scale = 1:77.0 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 EV2 WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x8 5x6 2x4 5x12 3x6 3x4 6x8 3x5 3x5 3x5 3x4 3x4 3x4 1.5x4 3x8 3x8 3x4 3x5 3x6 8-9-6 8-9-6 17-3-4 8-5-14 19-7-12 2-4-8 24-0-0 4-4-4 30-8-12 6-8-12 39-8-0 8-11-4 -2-0-0 2-0-0 5-11-7 5-11-7 11-7-5 5-7-15 17-3-4 5-7-15 24-0-0 6-8-12 30-8-12 6-8-12 35-0-10 4-3-14 39-8-0 4-7-6 1- 2 - 0 12 - 6 - 6 12 - 8 - 3 13 - 2 - 6 6- 8 - 1 1 12 - 6 - 6 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [6:0-4-0,0-1-9], [8:0-3-0,0-2-3] 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 WB Matrix-SH 0.57 0.39 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.02 -0.02 (loc) 11-12 11-12 11 11-12 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 308 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV2: 2x4 DF Stud SLIDER Left 2x8 DF SS -œ 7-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 8-12, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1107/0-3-8 (min. 0-1-8), 15=2231/0-3-8 (min. 0-2-6), 11=940/Mechanical Max Horz2=339(LC 7) Max Uplift2=-61(LC 10), 15=-129(LC 7), 11=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-1114/109, 3-19=-1007/137, 3-4=-863/157, 4-5=-623/172, 5-6=-261/218, 7-21=-378/279, 8-21=-376/280, 8-9=-544/282 BOT CHORD 2-18=-181/808, 17-18=-129/482, 16-17=-129/482, 11-12=-35/339 WEBS 3-18=-332/155, 5-18=-28/490, 5-16=-719/183, 6-16=-70/705, 6-15=-1143/119, 7-15=-1097/157, 7-12=-30/333, 9-11=-772/60 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 1-11-10, Interior(1) 1-11-10 to 11-7-5, Exterior(2R) 11-7-5 to 22-10-9, Interior(1) 22-10-9 to 25-1-7, Exterior(2R) 25-1-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 15=129. 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 202558 Truss B06 Truss Type Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:05 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-otBj7oqvaco56GIXJUNk?eaUa5nk9G4ZSflwXEy9yvC Scale = 1:73.2 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 EV2 WCR2 T4 T5 B2B31 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 5x8 3x6 4x12 3x6 3x4 6x8 3x5 3x5 3x4 3x4 3x4 3x4 3x4 3x4 2x4 3x8 4x5 5x6 3x6 7-9-6 7-9-6 15-3-4 7-5-14 19-7-12 4-4-8 26-10-15 7-3-3 32-8-12 5-9-13 39-8-0 6-11-4 -2-0-0 2-0-0 5-3-7 5-3-7 10-3-5 4-11-15 15-3-4 4-11-15 21-1-1 5-9-13 26-10-15 5-9-13 32-8-12 5-9-13 39-8-0 6-11-4 1- 2 - 0 11 - 2 - 6 11 - 4 - 3 11 - 1 0 - 6 6- 8 - 1 1 11 - 2 - 6 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [6:0-4-0,0-1-9], [10:0-3-0,0-2-3], [11: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 WB Matrix-SH 0.62 0.30 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.02 0.01 (loc) 17-19 17-19 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV2: 2x4 DF Stud SLIDER Left 2x8 DF SS -œ 6-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-17, 6-16, 7-16, 9-14, 10-13, 11-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1131/0-3-8 (min. 0-1-8), 16=2178/0-3-8 (min. 0-2-5), 12=969/Mechanical Max Horz2=310(LC 9) Max Uplift2=-68(LC 10), 16=-139(LC 7), 12=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1201/122, 3-20=-1073/147, 3-21=-949/176, 4-21=-736/179, 4-5=-414/205, 5-6=-289/225, 7-8=-390/248, 8-9=-390/248, 9-10=-408/255, 10-22=-448/224, 11-22=-631/209, 11-12=-907/188 BOT CHORD 2-19=-187/830, 18-19=-142/570, 17-18=-142/570, 13-14=-77/390 WEBS 3-19=-264/135, 4-19=-22/407, 4-17=-615/160, 6-17=-69/623, 6-16=-944/113, 7-16=-1183/194, 7-14=-60/735, 9-14=-518/137, 10-13=-268/92, 11-13=-16/528 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 1-11-10, Interior(1) 1-11-10 to 9-7-15, Exterior(2R) 9-7-15 to 21-1-5, Interior(1) 21-1-5 to 26-10-15, Exterior(2R) 26-10-15 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 16=139. 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 202558 Truss B07 Truss Type Half Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-G3l5K8rXLwwykQtktBuzXr6gzV8juiUihJVT3gy9yvB Scale = 1:71.9 0- 1 - 1 3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 T3 T4 B2B31 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 233x6 5x6 3x6 3x4 3x6 2x4 3x6 3x5 4x5 3x8 1.5x4 3x4 3x8 3x4 3x4 3x4 4x5 3x6 6-9-6 6-9-6 13-3-4 6-5-14 19-7-12 6-4-8 26-3-14 6-8-2 32-10-3 6-6-5 39-8-0 6-9-13 -2-0-0 2-0-0 6-9-6 6-9-6 13-3-4 6-5-14 19-9-9 6-6-5 26-3-14 6-6-5 32-10-3 6-6-5 39-8-0 6-9-13 1- 2 - 0 9- 1 0 - 6 10 - 0 - 3 10 - 6 - 6 9- 1 0 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-3-0,0-2-3] 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 WB Matrix-SH 0.51 0.25 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.02 0.03 (loc) 11-12 11-12 11 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV1,WCL2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 3-17, 5-17, 6-15, 7-13, 7-12, 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=1055/Mechanical, 19=1225/0-3-8 (min. 0-1-8), 15=1995/0-3-8 (min. 0-2-2) Max Horz19=327(LC 7) Max Uplift11=-114(LC 7), 19=-91(LC 10), 15=-126(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1238/164, 3-20=-960/192, 3-21=-767/213, 4-21=-603/226, 4-5=-583/240, 5-22=-504/264, 6-22=-507/264, 6-7=-541/211, 7-8=-541/197, 8-9=-541/197, 2-19=-1162/262 BOT CHORD 18-19=-319/293, 17-18=-218/904, 12-13=-146/541, 11-12=-124/541 WEBS 3-17=-534/137, 6-17=-80/749, 6-15=-1851/207, 6-13=-38/773, 7-13=-516/112, 9-12=0/259, 9-11=-928/111, 2-18=-80/756 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 1-11-10, Interior(1) 1-11-10 to 7-7-15, Exterior(2R) 7-7-15 to 18-10-9, Interior(1) 18-10-9 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 19 except (jt=lb) 11=114, 15=126. 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 202558 Truss C01G Truss Type ROOF SPECIAL Qty 1 Ply 3 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-DStrlpsotXAgzk16?cwRdGC2nIiNMYZ?8d_a8Zy9yv9 Scale = 1:50.7 T1 T2 B1 B2 B3 W1 W2 W5 W6 W7 W8 W9 W10 1 2 3 4 5 6 11 10 9 8 7 13 14 15 16 17 12 4x8 5x8 3x5 3x10 2x4 1.5x4 7x8 5x6 8x10 1.5x4 7x8 3x5 5-4-15 5-4-15 10-6-5 5-1-7 12-0-0 1-5-11 20-6-0 8-6-0 5-4-15 5-4-15 10-6-5 5-1-7 12-0-0 1-5-11 16-0-9 4-0-9 20-6-0 4-5-7 1- 0 - 0 9- 0 - 4 8- 0 - 4 0- 4 - 7 1- 0 - 0 0- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-5-0], [9:0-2-0,0-4-12], [10:0-3-8,0-4-12], [12:0-2-4,0-1-0] 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 WB Matrix-SH 0.43 0.69 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.01 0.03 (loc) 9-10 9-10 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 409 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W6: 2x6 DF SS, W7: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 6=3946/0-3-8 (min. 0-1-8), 12=8260/Mechanical Max Horz12=143(LC 5) Max Uplift6=-91(LC 9), 12=-171(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9910/247, 2-3=-5738/191, 3-4=-6176/225, 4-5=-6358/196, 5-6=-6666/200 BOT CHORD 11-13=-378/374, 13-14=-378/374, 10-14=-378/374, 10-15=-231/8179, 15-16=-231/8179, 16-17=-231/8179, 9-17=-231/8179, 7-8=-1225/13, 6-7=-129/5434 WEBS 2-10=-90/4750, 2-9=-4536/208, 5-7=-335/143, 11-12=-8260/171, 1-11=-6822/173, 3-9=-132/3664, 3-7=-74/2550, 7-9=-37/5672, 1-10=-239/8264 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) 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 except (jt=lb) 12=171. 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) 2023 lb down and 40 lb up at 2-0-0, 2023 lb down and 44 lb up at 4-0-0, 2023 lb down and 56 lb up at 6-0-0, and 2023 lb down and 46 lb up at 8-0-0, and 2023 lb down and 46 lb up at 10-0-0 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 Continued on page 2 Job 202558 Truss C01G Truss Type ROOF SPECIAL Qty 1 Ply 3 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:08 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-DStrlpsotXAgzk16?cwRdGC2nIiNMYZ?8d_a8Zy9yv9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-84, 3-6=-84, 8-11=-20, 6-7=-20 Concentrated Loads (lb) Vert: 13=-2023(B) 14=-2023(B) 15=-2023(B) 16=-2023(B) 17=-2023(B) Job 202558 Truss D01 Truss Type Half Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-DStrlpsotXAgzk16?cwRdGC_0IpDMbz?8d_a8Zy9yv9 Scale = 1:70.7 0- 1 - 1 3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 T3T4 B2B31 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 5x6 3x6 2x4 3x5 2x4 3x6 4x8 3x8 1.5x4 3x4 3x5 3x5 3x4 3x4 3x4 7x8 3x6 3x6 7-3-4 7-3-4 13-8-5 6-5-1 19-7-12 5-11-7 26-6-6 6-10-10 32-11-7 6-5-1 39-8-0 6-8-9 -2-0-0 2-0-0 7-3-4 7-3-4 13-8-5 6-5-1 20-1-6 6-5-1 26-6-6 6-5-1 32-11-7 6-5-1 39-8-0 6-8-9 1- 2 - 0 5- 1 0 - 6 6- 0 - 3 6- 6 - 6 5- 1 0 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-3] 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 WB Matrix-SH 0.67 0.25 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.02 0.01 (loc) 18-19 18-19 11 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 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,W4,W6,W8,W10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=888/Mechanical, 19=1055/0-3-8 (min. 0-1-8), 15=2332/0-3-8 (min. 0-2-8) Max Horz19=198(LC 9) Max Uplift11=-77(LC 6), 19=-71(LC 10), 15=-179(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-960/147, 3-20=-778/176, 3-21=-652/216, 4-21=-654/216, 4-5=-47/473, 5-6=-555/122, 6-7=-555/122, 7-8=-720/129, 2-19=-990/279 BOT CHORD 18-19=-224/363, 17-18=-106/443, 16-17=-106/443, 15-16=-106/443, 14-15=-355/80, 13-14=-355/80, 12-13=-94/555, 11-12=-99/720 WEBS 4-18=-35/274, 4-15=-1257/137, 5-15=-1339/179, 5-13=-75/1206, 7-13=-663/129, 8-11=-917/85, 2-18=-67/380 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 1-11-10, Exterior(2R) 1-11-10 to 12-10-9, Interior(1) 12-10-9 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19 except (jt=lb) 15=179. 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 202558 Truss D01G Truss Type Half Hip Girder Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:13 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-ZPgkoXwwh4py3Vw4n9WcKKvmCJSa1okkIvhLpmy9yv4 Scale = 1:70.7 0- 1 - 1 3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 T3T4 B2B3 SB1 1 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 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5x6 4x6 3x4 3x5 2x4 3x6 4x8 3x4 5x6 5x6 5x6 1.5x4 3x4 4x8 3x4 4x5 5x8 WB 3x6 5-11-4 5-11-4 12-7-8 6-8-4 19-7-12 7-0-4 26-0-0 6-4-4 32-8-4 6-8-4 39-8-0 6-11-12 -2-0-0 2-0-0 5-11-4 5-11-4 12-7-8 6-8-4 19-3-12 6-8-4 26-0-0 6-8-4 32-8-4 6-8-4 39-8-0 6-11-12 1- 2 - 0 4- 1 1 - 1 1 5- 1 - 8 5- 7 - 1 1 4- 1 1 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-3-0,0-2-3], [6:0-3-0,Edge], [9:0-4-0,Edge], [10: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 WB Matrix-SH 0.96 0.56 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.03 0.03 (loc) 11-12 11-12 11 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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,W4,W6,W8,W10: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1662/Mechanical, 19=1481/0-3-8 (min. 0-1-9), 15=4194/0-3-8 (req. 0-4-8) Max Horz19=169(LC 5) Max Uplift11=-290(LC 4), 19=-151(LC 8), 15=-676(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1592/184, 3-20=-1212/199, 20-21=-1215/200, 21-22=-1216/200, 4-22=-1220/201, 4-23=-1083/210, 23-24=-1083/210, 24-25=-1083/210, 5-25=-1083/210, 5-26=-183/1105, 6-26=-183/1105, 6-27=-183/1105, 27-28=-183/1105, 7-28=-183/1105, 7-29=-1495/304, 29-30=-1495/304, 30-31=-1495/304, 8-31=-1495/304, 10-11=-514/197, 2-19=-1413/191 BOT CHORD 18-37=-232/1083, 37-38=-232/1083, 38-39=-232/1083, 17-39=-232/1083, 17-40=-925/146, 40-41=-925/146, 16-41=-925/146, 16-42=-925/146, 15-42=-925/146, 15-43=-216/980, 14-43=-216/980, 14-44=-216/980, 13-44=-216/980, 13-45=-216/980, 45-46=-216/980, 46-47=-216/980, 12-47=-216/980, 12-48=-287/1495, 48-49=-287/1495, 49-50=-287/1495, 11-50=-287/1495 WEBS 3-18=-9/316, 4-17=-1121/379, 5-17=-383/2453, 5-15=-2368/571, 7-15=-2591/424, 7-13=0/454, 7-12=-86/629, 8-12=-57/330, 8-11=-1752/308, 2-18=-185/1110 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 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) except (jt=lb) 11=290, 19=151, 15=676. 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 202558 Truss D01G Truss Type Half Hip Girder Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:13 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-ZPgkoXwwh4py3Vw4n9WcKKvmCJSa1okkIvhLpmy9yv4 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 99 lb up at 5-11-4, 147 lb down and 93 lb up at 7-5-4, 147 lb down and 93 lb up at 9-5-4, 147 lb down and 93 lb up at 11-5-4, 147 lb down and 93 lb up at 13-5-4, 147 lb down and 93 lb up at 15-5-4, 147 lb down and 93 lb up at 17-5-4, 147 lb down and 93 lb up at 19-5-4, 147 lb down and 93 lb up at 21-5-4, 147 lb down and 93 lb up at 23-5-4, 147 lb down and 93 lb up at 25-5-4, 147 lb down and 93 lb up at 27-5-4, 147 lb down and 93 lb up at 29-5-4, 147 lb down and 93 lb up at 31-5-4, 147 lb down and 93 lb up at 33-5-4, 147 lb down and 93 lb up at 35-5-4, and 147 lb down and 93 lb up at 37-5-4, and 172 lb down and 90 lb up at 39-6-4 on top chord, and 59 lb down at 2-0-0, 62 lb down at 4-0-0, 66 lb down at 6-0-0, 66 lb down at 7-5-4, 66 lb down at 9-5-4, 66 lb down at 11-5-4, 66 lb down at 13-5-4, 66 lb down at 15-5-4, 66 lb down at 17-5-4, 66 lb down at 19-5-4, 66 lb down at 21-5-4, 66 lb down at 23-5-4, 66 lb down at 25-5-4, 66 lb down at 27-5-4, 66 lb down at 29-5-4, 66 lb down at 31-5-4, 66 lb down at 33-5-4, 66 lb down at 35-5-4, and 66 lb down at 37-5-4, and 85 lb down at 39-6-4 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 3-10=-84, 11-19=-20 Concentrated Loads (lb) Vert: 3=-196(B) 10=-155(B) 11=-53(B) 18=-43(B) 5=-117(B) 15=-43(B) 14=-43(B) 20=-117(B) 21=-117(B) 22=-117(B) 23=-117(B) 24=-117(B) 25=-117(B) 26=-117(B) 27=-117(B) 28=-117(B) 29=-117(B) 30=-117(B) 31=-117(B) 32=-117(B) 33=-117(B) 34=-117(B) 35=-22(B) 36=-29(B) 37=-43(B) 38=-43(B) 39=-43(B) 40=-43(B) 41=-43(B) 42=-43(B) 43=-43(B) 44=-43(B) 45=-43(B) 46=-43(B) 47=-43(B) 48=-43(B) 49=-43(B) 50=-43(B) Job 202558 Truss D02 Truss Type Half Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-1bE60txZSNxphfUGLt1rsXS1hjrtmOXuWZRvLDy9yv3 Scale = 1:71.9 0- 1 - 1 3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 T3 T4 B2B31 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 223x6 5x6 3x6 3x4 3x5 2x4 3x6 3x5 4x5 3x8 3x4 3x4 1.5x4 3x4 3x8 3x4 4x5 3x6 5-9-6 5-9-6 11-3-4 5-5-14 19-7-12 8-4-8 25-3-14 5-8-2 32-4-3 7-0-5 39-8-0 7-3-13 -2-0-0 2-0-0 5-9-6 5-9-6 11-3-4 5-5-14 18-3-9 7-0-5 25-3-14 7-0-5 32-4-3 7-0-5 39-8-0 7-3-13 1- 2 - 0 8- 6 - 6 8- 8 - 3 9- 2 - 6 8- 6 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-3-0,0-2-3] 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 WB Matrix-SH 0.60 0.30 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.01 -0.03 (loc) 15-17 15-17 11 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,EV1,WCL2: 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 (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-17, 6-15, 7-15, 9-12, 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=900/Mechanical, 19=1071/0-3-8 (min. 0-1-8), 15=2304/0-3-8 (min. 0-2-7) Max Horz19=284(LC 9) Max Uplift11=-88(LC 6), 19=-80(LC 10), 15=-170(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1009/146, 3-20=-877/170, 3-4=-650/193, 4-5=-511/205, 5-21=-433/228, 6-21=-436/227, 6-7=-38/297, 7-8=-523/163, 8-9=-523/163, 10-11=-254/82, 2-19=-1014/248 BOT CHORD 18-19=-267/219, 17-18=-182/730, 14-15=-109/323, 13-14=-109/323, 12-13=-109/323, 11-12=-106/523 WEBS 3-17=-411/121, 6-17=-77/793, 6-15=-1262/217, 7-15=-1095/79, 7-12=-4/309, 9-11=-774/84, 2-18=-79/659 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 1-11-10, Interior(1) 1-11-10 to 5-7-15, Exterior(2R) 5-7-15 to 16-10-9, Interior(1) 16-10-9 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19 except (jt=lb) 15=170. 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 202558 Truss D03 Truss Type Half Hip Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-1bE60txZSNxphfUGLt1rsXS4Cjp9mOvuWZRvLDy9yv3 Scale = 1:70.7 0- 1 - 1 3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T3 B2B31 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 5x6 3x6 2x4 3x5 6x12 3x6 3x8 6x8 3x5 3x5 3x8 1.5x4 3x4 3x4 1.5x4 3x10 1.5x4 3x8 3x6 9-3-4 9-3-4 15-3-8 6-0-4 19-7-12 4-4-4 27-4-0 7-8-4 33-4-4 6-0-4 39-8-0 6-3-12 -2-0-0 2-0-0 4-9-6 4-9-6 9-3-4 4-5-14 15-3-8 6-0-4 21-3-12 6-0-4 27-4-0 6-0-4 33-4-4 6-0-4 39-8-0 6-3-12 1- 2 - 0 7- 2 - 6 7- 4 - 3 7- 1 0 - 6 7- 2 - 6 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [4:0-3-0,0-2-3] 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 WB Matrix-SH 0.43 0.41 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.02 0.01 (loc) 2-18 2-18 11 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 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,W7,W9,W11: 2x4 DF No.2 SLIDER Left 2x8 DF SS -œ 6-0-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-15, 6-15, 9-13, 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=894/Mechanical, 2=1057/0-3-8 (min. 0-1-8), 15=2328/0-3-8 (min. 0-2-8) Max Horz2=229(LC 9) Max Uplift11=-83(LC 6), 2=-66(LC 10), 15=-196(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-1052/180, 19-20=-970/189, 3-20=-849/203, 3-4=-773/194, 4-21=-557/207, 5-21=-557/207, 5-6=-77/395, 6-7=-503/124, 7-8=-503/124, 8-9=-503/124 BOT CHORD 2-18=-168/740, 12-13=-89/566, 11-12=-89/566 WEBS 3-18=-267/142, 5-18=-56/491, 5-15=-1166/165, 6-15=-1236/164, 6-13=-53/925, 8-13=-488/119, 9-12=0/254, 9-11=-830/85 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 1-11-10, Interior(1) 1-11-10 to 3-7-15, Exterior(2R) 3-7-15 to 14-10-9, Interior(1) 14-10-9 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except (jt=lb) 15=196. 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 202558 Truss I01 Truss Type Piggyback Base Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-__MtRZzp_?BXwzefTI4JxyXNAXR9E9SA_tw?Q5y9yv1 Scale = 1:80.1 T1 T2 T3 B1 B2 B3 B4 B5 B6 B7 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 EV1 WCL2 EV2 WCR2 T4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 3x6 5x6 3x4 5x6 4x5 3x4 2x4 4x5 4x6 7x8 6x8 4x5 3x5 3x8 4x5 7x8 4x8 3x8 5x10 6x8 2x4 3x6 3x5 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 33-4-0 1-7-0 39-8-0 6-4-0 -2-0-0 2-0-0 1-4-8 1-4-8 2-5-8 1-1-0 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 33-4-0 1-7-0 39-8-0 6-4-0 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 5- 8 - 1 1 1- 0 - 0 0- 1 1 - 4 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [7:0-3-12,0-2-0], [10:0-2-8,0-2-8], [14:0-6-0,0-4-8], [19:0-6-4,0-4-8], [22:0-2-8,0-0-4] 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 WB Matrix-SH 0.60 0.69 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.16 0.06 (loc) 19 21-22 13 21-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4,B6: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W3,W4,W8,W13,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-15 oc bracing: 21-22 6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 5-20, 8-20, 9-17, 9-16 2 Rows at 1/3 pts 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=2233/0-5-8 (min. 0-2-6), 13=2043/0-5-8 (min. 0-2-3) Max Horz24=325(LC 7) Max Uplift24=-97(LC 10), 13=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/108, 3-25=-3072/266, 4-25=-3030/270, 4-5=-3045/371, 5-26=-2382/385, 6-26=-2300/390, 6-7=-2203/414, 7-8=-1819/412, 8-27=-1876/421, 9-27=-1876/421, 9-28=-1094/345, 10-28=-1094/345, 10-11=-1466/443, 2-24=-591/246, 12-13=-277/175 BOT CHORD 23-24=-266/1139, 22-23=-306/1412, 4-22=-341/151, 21-22=-455/2934, 20-21=-257/2406, 19-20=-197/1873, 16-17=-146/1656, 11-14=-113/516, 13-14=-65/1148 WEBS 3-23=-1583/357, 3-22=-422/2962, 4-21=-615/202, 5-21=0/362, 5-20=-779/172, 7-20=-78/905, 8-20=-379/192, 17-19=-163/1513, 9-19=-86/422, 9-16=-1068/129, 14-16=-54/1370, 10-14=-154/346, 3-24=-1987/102, 11-13=-2056/159 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 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. 8) 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 202558 Truss J01G Truss Type Common Girder Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-OZ1?3a?hHwZ6nQND8Qd0Zb9w8kQ1RX_dgr8f0Qy9yv_ Scale = 1:65.1 T1 T2 B1 W1 W2 W3 W4 W5W6 W7 T3 T4 B2T5 EV1 WCL2 EV2 WCR2 T6 T7T8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1117 18 19 20 21 22 23 24 25 4x6 4x6 3x6 4x10 MT20HS 8x10 4x6 7x8 7x8 4x6 7x8 7x8 3x5 3x5 5x12 5x12 7-2-12 7-2-12 14-2-0 6-11-4 21-1-4 6-11-4 28-4-0 7-2-12 4-11-0 4-11-0 9-6-8 4-7-8 14-2-0 4-7-8 18-9-8 4-7-8 23-5-0 4-7-8 28-4-0 4-11-0 30-4-0 2-0-0 1- 2 - 0 1- 1 - 7 1- 1 - 7 1- 2 - 0 0- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge], [7:0-3-7,Edge], [9:0-1-0,0-1-8], [11:0-6-8,0-2-8], [12:0-4-0,0-4-12], [14:0-5-0,0-4-12], [15:0-4-0,0-4-12], [16:0-6-8,0-2-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.87 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.31 0.07 0.09 (loc) 14-15 14-15 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 407 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x6 DF SS *Except* W1,W2,W3,W5,W6: 2x4 DF No.2, W4,W7,WCL2,WCR2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 7-11 REACTIONS.(lb/size) 16=6748/(0-3-8 + bearing block) (req. 0-3-10), 11=6761/(0-3-8 + bearing block) (req. 0-3-10) Max Horz16=-243(LC 4) Max Uplift16=-655(LC 8), 11=-710(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1789/270, 2-3=-8964/882, 3-4=-6777/709, 4-5=-6668/721, 5-6=-6779/723, 6-7=-9160/1015, 7-8=-1360/226, 8-9=-1534/206, 1-16=-1159/188, 9-11=-1255/205 BOT CHORD 16-17=-686/7034, 17-18=-686/7034, 15-18=-686/7034, 15-19=-580/6592, 19-20=-580/6592, 20-21=-580/6592, 14-21=-580/6592, 14-22=-588/6697, 13-22=-588/6697, 13-23=-588/6697, 23-24=-588/6697, 12-24=-588/6697, 12-25=-687/7154, 11-25=-687/7154 WEBS 5-14=-718/7018, 6-14=-2109/403, 6-12=-427/2816, 7-12=-169/801, 3-14=-1918/292, 3-15=-255/2538, 2-15=-183/665, 2-16=-7481/592, 7-11=-7963/773 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 2x6 DF SS bearing block 12" long at jt. 16 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be DF No.2. 4) 2x6 DF SS bearing block 12" long at jt. 11 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be DF No.2. 5) 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 6) 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 7) 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. 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. 10) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=655 , 11=710. 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 202558 Truss J01G Truss Type Common Girder Qty 1 Ply 2 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:19 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-OZ1?3a?hHwZ6nQND8Qd0Zb9w8kQ1RX_dgr8f0Qy9yv_ NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 756 lb down and 129 lb up at 3-0-0, 675 lb down and 150 lb up at 5-0-0, 892 lb down and 68 lb up at 7-0-0, 932 lb down and 69 lb up at 9-0-0, 920 lb down and 63 lb up at 11-0-0, 949 lb down and 77 lb up at 13-0-0, 1035 lb down and 134 lb up at 15-0-0, 880 lb down and 108 lb up at 17-0-0, 874 lb down and 103 lb up at 19-0-0, and 868 lb down and 97 lb up at 21-0-0, and 1642 lb down and 311 lb up at 22-4-0 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: 1-5=-84, 5-9=-84, 9-10=-84, 11-16=-20 Concentrated Loads (lb) Vert: 12=-868(B) 15=-892(B) 17=-756(B) 18=-675(B) 19=-932(B) 20=-920(B) 21=-949(B) 22=-1035(B) 23=-880(B) 24=-874(B) 25=-1642(B) Job 202558 Truss J01S Truss Type GABLE Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-slbOGw0J2DhzPayQi78F6oh3M8s4A4xmvVuDYsy9yuz Scale = 1:65.5 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 T3 T4 B2 W5 W6 W7 ST1 ST2 ST3 ST5 ST6 ST8 ST11 ST14 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 1 2 3 4 5 6 7 8 9 25 24 22 21 20 19 18 17 16 15 14 13 12 11 10 50 23 3x6 5x6 3x6 3x6 3x4 4x5 3x7 3x4 4x5 3x7 3x4 3x5 3x6 3x4 3x4 6x8 9-6-8 9-6-8 12-8-8 3-2-0 18-9-8 6-1-0 28-4-0 9-6-8 -2-0-0 2-0-0 7-2-12 7-2-12 14-2-0 6-11-4 21-1-4 6-11-4 28-4-0 7-2-12 30-4-0 2-0-0 1- 2 - 0 10 - 7 - 5 11 - 1 - 9 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-0-4], [5:0-2-0,0-0-0], [6:0-2-8,0-0-4], [22:0-4-0,0-2-0], [27:0-1-9,0-1-0] 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 WB Matrix-SH 0.52 0.44 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.01 0.01 (loc) 24-25 24-25 10 24-25 l/defl >998 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 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,W3,WCL2,WCR2: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST1,ST21: 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. WEBS 1 Row at midpt 5-17, 3-25, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-7-8 except (jt=length) 25=0-3-8, 23=0-3-8. (lb) - Max Horz25=254(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 25, 23 except 17=-140(LC 11), 10=-105(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 21, 19, 18, 16, 15, 14, 13, 12, 11, 23 except 17=1286(LC 1), 25=1122(LC 1), 10=583(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/137, 3-4=-852/261, 4-5=-668/275, 7-8=-295/151, 2-25=-617/240, 8-10=-533/258 BOT CHORD 24-25=-99/781, 23-24=-42/331, 22-23=-42/331, 21-22=-42/331, 20-21=-42/331, 19-20=-42/331, 18-19=-42/331, 17-18=-42/331 WEBS 5-17=-864/44, 6-17=-534/251, 5-24=-115/652, 3-24=-473/240, 3-25=-661/61 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 11-2-0, Exterior(2R) 11-2-0 to 17-2-0, Interior(1) 17-2-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 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) 25, 23 except (jt=lb) 17=140, 10=105. 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 202558 Truss K01 Truss Type Roof Special Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:21 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-Ky9mUG0ypXpq1kXcFrfUe0EIzYDwvX0v79dm4Jy9yuy Scale = 1:46.9 T1 T2 B1 B2 B3 W1 W2 W4 W5 HW11 2 3 4 5 6 7 10 9 8 11 12 3x8 5x6 5x6 4x5 3x5 1.5x4 3x8 3x5 1.5x4 4x8 1.5x4 5-4-15 5-4-15 11-9-4 6-4-5 12-0-0 0-2-12 20-6-0 8-6-0 5-4-15 5-4-15 10-6-5 5-1-7 12-0-0 1-5-11 16-0-9 4-0-9 20-6-0 4-5-7 1- 0 - 0 8- 0 - 4 0- 4 - 7 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-1], [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 WB Matrix-SH 0.27 0.33 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.01 0.01 (loc) 7-8 7-8 7 7-8 l/defl >951 >465 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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 Stud WEBS 2x4 DF Stud *Except* W2,W4: 2x4 DF No.2 SLIDER Left 2x8 DF SS -œ 3-4-5 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, Except: 6-0-0 oc bracing: 8-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=503/0-5-8 (min. 0-1-8), 7=324/0-3-8 (min. 0-1-8), 9=1284/0-5-8 (min. 0-1-8) Max Horz1=160(LC 7) Max Uplift1=-45(LC 10), 7=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-537/112, 2-3=-350/130, 5-12=0/262, 6-7=-262/152 BOT CHORD 1-10=-92/382, 9-10=-92/382, 8-9=-530/169 WEBS 3-10=0/256, 3-9=-536/141, 4-9=-421/0, 6-8=-385/141 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-5, Exterior(2R) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 17-4-4, Exterior(2E) 17-4-4 to 20-4-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 5) 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 202558 Truss K01S Truss Type GABLE Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:22 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-o8j8hc1aarxgeu6opYAjBDnSIyZOe193MpNKcly9yux Scale = 1:53.5 T1 T2 B1 B2 B3 W1 W2 W5 EV1 WCL2 W11 W12 W13 W14 W15 ST1ST2 ST3 ST4 ST5 ST6 ST7ST8 ST9 ST10 ST13 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 36 37 4x5 5x16 3x8 3x5 3x5 4x5 6x8 4x5 6x18 4x8 5-4-15 5-4-15 12-0-0 6-7-1 20-6-0 8-6-0 -2-0-0 2-0-0 5-4-15 5-4-15 10-6-5 5-1-7 12-0-0 1-5-11 16-0-9 4-0-9 20-6-0 4-5-7 22-6-0 2-0-0 1- 0 - 0 8- 0 - 4 8- 8 - 7 0- 4 - 7 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-8-0,0-2-8], [7:0-2-0,0-1-8], [17:0-9-0,0-3-14], [17:0-3-0,0-2-0], [19:0-1-12,0-1-0] 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 WB Matrix-SH 0.36 0.38 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.01 -0.02 (loc) 7-9 7-9 7 7-9 l/defl >930 >471 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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 Stud WEBS 2x4 DF Stud *Except* W2,W11: 2x4 DF No.2 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, Except: 10-0-0 oc bracing: 7-9. 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. (lb) - Max Horz15=-189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 7, 14, 13 except 10=-374(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 12 except 15=488(LC 1), 9=497(LC 21), 7=580(LC 1), 14=464(LC 1), 10=460(LC 1), 10=460(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-352/123, 2-15=-440/184 BOT CHORD 9-10=-214/581 WEBS 3-14=-349/123, 6-9=-339/112, 4-10=-304/1 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 7-6-5, Exterior(2R) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 19-6-0, Exterior(2E) 19-6-0 to 22-6-0 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) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 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) 9 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) 15, 7, 14, 13 except (jt=lb) 10=374. 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 202558 Truss LD01 Truss Type Lay-In Gable Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:23 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-GKHWvy2CK83XG1g?NGiyjRJbdLy0NWFCbT6t8By9yuw Scale = 1:65.4 EV1 T1 T2 T3 T4 B1 ST1 ST2 ST3 ST4 ST5 ST6ST7ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 T5 B2B3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 3x4 5x6 3x6 3x6 3x6 3x4 5x6 3x6 33-7-14 33-7-14 5-9-12 5-9-12 6-11-0 1-1-4 24-4-4 17-5-3 33-7-14 9-3-10 9- 1 0 - 4 11 - 2 - 3 11 - 2 - 2 14.42 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-2-11,Edge], [17:0-2-11,Edge], [33:0-3-0,0-3-0] 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 WB Matrix-SH 0.45 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 *Except* ST2,ST3,ST4: 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 (6-0-0 max.): 1-4, 5-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 40-41,39-40,38-39. WEBS 1 Row at midpt 1-41, 11-32, 18-26, 16-27, 15-28, 13-29, 12-31, 2-40, 3-39, 4-38, 6-37, 7-36, 8-35, 9-34, 10-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 33-7-14. (lb) - Max Horz41=-337(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 41, 32, 24, 26, 28, 29, 31, 40, 39, 38, 37, 36, 35, 34, 33 except 22=-188(LC 9), 23=-101(LC 11), 25=-110(LC 11), 27=-104(LC 8) Max Grav All reactions 250 lb or less at joint(s) 41, 32, 23, 24, 25, 26, 27, 28, 29, 31, 40, 39, 38, 37, 36, 35, 34, 33 except 22=314(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-264/197, 19-20=-281/196, 20-21=-340/242, 21-22=-407/291 BOT CHORD 40-41=-193/277, 39-40=-193/277, 38-39=-193/277, 37-38=-193/277, 36-37=-193/277, 35-36=-193/277, 34-35=-193/277, 33-34=-193/277, 32-33=-193/276, 31-32=-193/276, 30-31=-193/276, 29-30=-193/276, 28-29=-193/276, 27-28=-193/276, 26-27=-193/276, 25-26=-193/276, 24-25=-193/276, 23-24=-193/276, 22-23=-193/276 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 3-6-2, Interior(1) 3-6-2 to 5-9-12, Exterior(2R) 5-9-12 to 10-0-0, Interior(1) 10-0-0 to 20-11-13, Exterior(2R) 20-11-13 to 27-7-14, Interior(1) 27-7-14 to 29-11-12, Exterior(2E) 29-11-12 to 33-4-2 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) 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) 41, 32, 24, 26, 28, 29, 31, 40, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 22=188, 23=101, 25=110, 27=104. 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 202558 Truss LD02 Truss Type Lay-In Gable Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:24 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-lXru6I3q5SBOuBFBxzDBGestblKK6zKMq7sQhdy9yuv Scale: 3/16"=1' T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x4 4x5 3x4 3x6 17-4-7 17-4-7 8-8-4 8-8-4 17-4-7 8-8-4 10 - 5 - 4 14.42 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 WB Matrix-SH 0.06 0.03 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-16, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-4-7. (lb) - Max Horz1=-221(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 17, 14, 16, 20, 18 except 1=-127(LC 8), 12=-101(LC 11), 15=-110(LC 11), 21=-101(LC 10), 19=-110(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 17, 12, 14, 15, 16, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/253, 10-11=-274/253 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) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 5-8-4, Exterior(2R) 5-8-4 to 11-8-4, Interior(1) 11-8-4 to 14-0-11, Exterior(2E) 14-0-11 to 17-0-11 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) 11, 17, 14, 16, 20, 18 except (jt=lb) 1=127, 12=101, 15=110, 21=101, 19=110. 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 202558 Truss LD02A Truss Type Lay-In Gable Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:25 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-DjOHKd4SsmKFVLqNUhkQpsP2P9gWrQoV2nb_D4y9yuu Scale = 1:73.0 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 B2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 4x5 3x4 5x6 20-0-7 20-0-7 10-0-4 10-0-4 20-0-7 10-0-4 12 - 0 - 8 14.42 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] 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 WB Matrix-SH 0.05 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 143 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-15, 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-0-7. (lb) - Max Horz1=-257(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 15, 19, 17 except 1=-148(LC 8), 11=-110(LC 9), 14=-102(LC 11), 20=-101(LC 10), 18=-101(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 12, 13, 14, 15, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/298, 10-11=-329/293 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) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 7-0-4, Exterior(2R) 7-0-4 to 13-0-4, Interior(1) 13-0-4 to 16-8-11, Exterior(2E) 16-8-11 to 19-8-11 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) 12, 13, 15, 19, 17 except (jt=lb) 1=148, 11=110, 14=102, 20=101, 18=101. 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 202558 Truss LD03 Truss Type Lay-In Gable Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-hvyfXz44d3S67VPa2OFfL3xDIZ0vat?fHRLXlWy9yut Scale = 1:59.1 T1 T2 T3 B1 ST1 ST2 ST3 ST4 ST5ST6ST7ST8ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 T4 B2B3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x5 3x5 6x8 5x6 5x6 6x8 5x6 36-0-7 36-0-7 7-11-10 7-11-10 28-0-13 20-1-3 36-0-7 7-11-10 9- 6 - 1 5 9- 6 - 1 5 14.42 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [13:0-3-0,0-3-0], [15:0-2-11,Edge], [27:0-3-0,0-3-0], [29:0-3-0,0-3-0] 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 WB Matrix-SH 0.04 0.03 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF No.2 *Except* ST2,ST3,ST4,ST10,ST11,ST12: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 15-23, 14-24, 13-25, 12-26, 11-27, 5-33, 6-32, 7-31, 8-30, 9-29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 36-0-7. (lb) - Max Horz1=203(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 19, 28, 21, 24, 25, 26, 27, 35, 33, 32, 31, 30, 29 except 1=-124(LC 8), 20=-100(LC 11), 22=-101(LC 11), 36=-100(LC 10), 34=-102(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 19, 28, 20, 21, 22, 23, 24, 25, 26, 27, 36, 35, 34, 33, 32, 31, 30, 29 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) 0-3-12 to 4-0-0, Exterior(2R) 4-0-0 to 13-0-13, Interior(1) 13-0-13 to 22-11-11, Exterior(2R) 22-11-11 to 32-0-7, Exterior(2E) 32-0-7 to 35-8-11 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) 19, 28, 21, 24, 25, 26, 27, 35, 33, 32, 31, 30, 29 except (jt=lb) 1=124, 20=100, 22=101, 36=100, 34=102. 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 202558 Truss M01E Truss Type Common Supported Gable Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-96W1kJ5jONazlf_mc5muuHUJPzLrJLYoW445Hyy9yus Scale = 1:30.7 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 3x4 3x6 3x4 13-0-0 13-0-0 -2-0-0 2-0-0 6-6-0 6-6-0 13-0-0 6-6-0 15-0-0 2-0-0 1- 2 - 0 5- 6 - 0 6- 0 - 3 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,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 WB Matrix-R 0.34 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 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 13-0-0. (lb) - Max Horz23=147(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 14, 20, 21, 22, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 18, 17, 16, 15 except 23=312(LC 1), 14=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-296/301, 12-14=-296/301 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 3-6-0, Corner(3R) 3-6-0 to 9-6-0, Exterior(2N) 9-6-0 to 12-0-0, Corner(3E) 12-0-0 to 15-0-0 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) 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) All plates are 2x4 MT20 unless otherwise indicated. 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 1-4-0 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) 23, 14, 20, 21, 22, 17 , 16, 15. 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 202558 Truss N01 Truss Type Common Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-dI4Pyf6L9hiqNpZyApH7QU1V0MfN1oqxkkqeqPy9yur Scale = 1:25.8 T1 T2 B1 W1 1 2 3 4 5 6 7 8 4x5 3x4 3x4 1.5x4 5-1-0 5-1-0 10-2-0 5-1-0 -2-0-0 2-0-0 5-1-0 5-1-0 10-2-0 5-1-0 12-2-0 2-0-0 0- 4 - 7 3- 9 - 2 5- 0 - 1 4 0- 4 - 7 8.00 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 WB Matrix-SH 0.28 0.15 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 -0.02 0.00 -0.01 (loc) 2-6 2-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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. 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=694/0-3-8 (min. 0-1-8), 4=694/0-3-8 (min. 0-1-8) Max Horz2=-99(LC 8) Max Uplift2=-54(LC 10), 4=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-560/59, 3-7=-431/81, 3-8=-431/81, 4-8=-560/59 BOT CHORD 2-6=0/353, 4-6=0/353 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 2-1-0, Exterior(2R) 2-1-0 to 8-1-0, Interior(1) 8-1-0 to 9-2-0, Exterior(2E) 9-2-0 to 12-2-0 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) 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) 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. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 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 202558 Truss PB01A Truss Type Piggyback Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:29 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-5Uen9?7zw_qh_y88jWpMziZjMm0vmF05zOZBMry9yuq Scale = 1:30.1 T1 T2 T3 B1 ST1 ST2 ST3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 7-0-4 7-0-4 8-5-12 1-5-8 15-6-0 7-0-4 0- 4 - 7 4- 8 - 3 0- 1 - 8 0- 4 - 7 0- 1 - 8 4- 6 - 1 1 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 WB Matrix-SH 0.12 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 54 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 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.All bearings 14-0-2. (lb) - Max Horz2=-95(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=283(LC 1), 12=394(LC 1), 10=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-307/179, 7-10=-307/179 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) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 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) 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. 4) Provide adequate drainage to prevent water ponding. 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) 2, 8, 12, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 202558 Truss PB01B Truss Type Piggyback Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-ZgC9NL7bhIyYc6jLHEKbWv6ucAM8VjSEC2JluHy9yup Scale = 1:26.2 T1 T2 T3 B1 ST1 ST2 ST3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 5-8-4 5-8-4 9-9-12 4-1-8 15-6-0 5-8-4 0- 4 - 7 3- 9 - 8 0- 1 - 8 0- 4 - 7 0- 1 - 8 3- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 WB Matrix-SH 0.09 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 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.All bearings 14-0-2. (lb) - Max Horz2=-76(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=267(LC 1), 8=267(LC 1), 11=311(LC 1), 12=346(LC 1), 10=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-255/139, 7-10=-255/139 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) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 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) 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. 4) Provide adequate drainage to prevent water ponding. 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) 2, 11, 12, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 202558 Truss PB01C Truss Type Piggyback Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-1tmYah8DSc4PEGIXrxrq27f3zaiNE9cORi2IRjy9yuo Scale = 1:26.2 T1 T2 T3 B1 ST1 ST2 ST3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 5-0-4 5-0-4 10-5-12 5-5-8 15-6-0 5-0-4 0- 4 - 7 3- 4 - 3 0- 1 - 8 0- 4 - 7 0- 1 - 8 3- 2 - 1 1 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] 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 WB Matrix-SH 0.11 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 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.All bearings 14-0-2. (lb) - Max Horz2=-67(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=253(LC 1), 8=253(LC 1), 11=365(LC 1), 12=332(LC 1), 10=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-289/107 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) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 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) 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. 4) Provide adequate drainage to prevent water ponding. 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) 2, 8, 11, 12, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 202558 Truss PB01D Truss Type Piggyback Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-W3Jwo19rDvCGrQsjPfM3bKBDt_2czcsXfMorzAy9yun Scale = 1:26.2 T1 T2 T3 B1 ST1ST2 ST3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 3-0-4 3-0-4 12-5-12 9-5-8 15-6-0 3-0-4 0- 4 - 7 2- 0 - 3 0- 1 - 8 0- 4 - 7 0- 1 - 8 1- 1 0 - 1 1 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-0,0-0-2] 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 WB Matrix-SH 0.16 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. 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 14-0-2. (lb) - Max Horz2=-39(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=431(LC 1), 12=380(LC 1), 10=380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-353/134, 4-12=-295/110, 6-10=-295/110 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) 0-3-5 to 3-0-4, Exterior(2R) 3-0-4 to 7-3-3, Interior(1) 7-3-3 to 8-2-13, Exterior(2R) 8-2-13 to 12-5-12, Exterior(2E) 12-5-12 to 15-2-11 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) 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. 4) Provide adequate drainage to prevent water ponding. 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) 2, 8, 11, 12, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 202558 Truss PB01E Truss Type Piggyback Qty 1 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-W3Jwo19rDvCGrQsjPfM3bKBCL_2ezchXfMorzAy9yun Scale = 1:26.2 T1 T2 T3 B1 ST1ST2 ST3 1 2 3 4 5 6 7 10 9 8 11 12 3x4 3x4 1.5x4 1.5x4 1.5x4 4x5 1.5x4 4x5 15-6-0 15-6-0 3-8-4 3-8-4 11-9-12 8-1-8 15-6-0 3-8-4 0- 4 - 7 2- 5 - 8 0- 1 - 8 0- 4 - 7 0- 1 - 8 2- 4 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-13], [5:0-2-8,0-1-13] 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 WB Matrix-SH 0.20 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. 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 14-0-2. (lb) - Max Horz2=-48(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=466(LC 1), 10=344(LC 1), 8=344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-390/155, 3-10=-252/86, 5-8=-252/86 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) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 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) 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. 4) Provide adequate drainage to prevent water ponding. 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) 2, 6, 9, 10, 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 202558 Truss A03C Truss Type Piggyback Base Qty 2 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:34 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-SSRgCiA6lXSz5k06W4OXglHSdnaNRIvq7gHy12y9yul Scale = 1:79.4 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 EV1 WCL2 EV2 WCR2 T4 B61 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 3x6 5x6 5x6 2x4 5x6 4x5 3x4 3x6 4x6 7x8 6x8 4x5 3x5 3x8 4x5 7x8 3x8 4x8 3x4 2x4 3x6 3x5 2-5-8 2-5-8 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 39-8-0 7-11-0 -2-0-0 2-0-0 1-4-8 1-4-8 2-5-8 1-1-0 9-4-4 6-10-12 16-3-0 6-10-12 17-6-8 1-3-8 24-7-12 7-1-4 31-9-0 7-1-4 35-6-12 3-9-12 39-8-0 4-1-4 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 6- 8 - 1 1 0- 1 1 - 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [7:0-3-12,0-2-0], [10:0-3-12,0-2-0], [18:0-6-4,0-4-8], [21:0-2-8,0-0-4] 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 WB Matrix-SH 0.60 0.69 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.16 0.06 (loc) 18 20-21 13 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 310 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 No.2 WEBS 2x4 DF No.2 *Except* W1,W2,W3,W4,W8,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. WEBS 1 Row at midpt 5-19, 8-19, 9-16, 9-14, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2233/0-5-8 (min. 0-2-6), 13=2043/0-5-8 (min. 0-2-3) Max Horz23=337(LC 9) Max Uplift23=-97(LC 10), 13=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/108, 3-24=-3072/247, 4-24=-3030/252, 4-5=-3045/366, 5-25=-2382/382, 6-25=-2300/387, 6-7=-2203/411, 7-8=-1819/410, 8-26=-1876/418, 9-26=-1876/418, 9-27=-1097/345, 10-27=-1098/345, 10-11=-1411/364, 2-23=-591/245 BOT CHORD 22-23=-277/1139, 21-22=-322/1412, 4-21=-341/161, 20-21=-474/2934, 19-20=-271/2406, 18-19=-210/1873, 15-16=-159/1656, 14-15=-159/1656, 13-14=-59/792 WEBS 3-22=-1583/374, 3-21=-441/2962, 4-20=-618/207, 5-20=0/362, 5-19=-778/171, 7-19=-77/905, 8-19=-379/191, 16-18=-177/1511, 9-18=-87/424, 9-14=-1061/137, 10-14=-44/316, 11-14=-72/816, 3-23=-1987/103, 11-13=-1982/182 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13. 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. 8) 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 202558 Truss A03D Truss Type Piggyback Base Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:35 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-we?2Q2BkWqaqitbI4nvmDzpgzBySAouzLK0WaVy9yuk Scale = 1:80.1 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 WCR2 T4 B4B51 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x6 5x6 3x4 3x6 2x4 4x5 3x4 5x6 3x4 3x8 3x4 3x4 3x4 6x8 5x10 6x8 3x4 3x7 3x5 3x6 8-3-4 8-3-4 16-3-0 7-11-12 21-5-0 5-2-0 31-9-0 10-4-0 33-4-0 1-7-0 39-8-0 6-4-0 -2-0-0 2-0-0 5-7-5 5-7-5 10-11-3 5-3-13 16-3-0 5-3-13 21-5-0 5-2-0 26-7-0 5-2-0 31-9-0 5-2-0 33-4-0 1-7-0 39-8-0 6-4-0 1- 2 - 0 12 - 0 - 0 12 - 6 - 3 5- 8 - 1 1 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [9:0-3-4,0-2-8], [13:0-6-4,0-4-8] 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 WB Matrix-SH 0.43 0.57 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.08 0.04 (loc) 15-16 15-16 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 308 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 No.2 *Except* W1,W10,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14. WEBS 1 Row at midpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2233/0-5-8 (min. 0-2-6), 12=2043/0-5-8 (min. 0-2-3) Max Horz21=325(LC 7) Max Uplift21=-97(LC 10), 12=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-388/72, 3-22=-267/90, 3-4=-2582/354, 4-5=-2155/396, 5-6=-2020/419, 6-7=-1670/402, 7-23=-1730/405, 23-24=-1730/405, 8-24=-1730/405, 8-9=-1096/336, 9-10=-1499/450, 2-21=-570/199, 11-12=-276/175 BOT CHORD 20-21=-259/2086, 19-20=-216/1976, 18-19=-216/1976, 17-18=-157/1730, 16-17=-157/1730, 15-16=-139/1522, 13-14=-297/0, 10-13=-102/460, 12-13=-65/1149 WEBS 4-20=-15/298, 4-18=-565/167, 6-18=-71/715, 7-16=-306/141, 8-16=-44/515, 8-15=-1030/165, 9-15=-28/399, 13-15=-28/1406, 9-13=-203/323, 3-21=-2458/236, 10-12=-2058/157 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 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to 26-1-11, Exterior(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 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) 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. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 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. 8) 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 202558 Truss J01 Truss Type Common Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:36 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-OqZRdOCMH8ihK1AVeUR?lAMopbJXvMJ7a_m36xy9yuj Scale = 1:62.2 T1 T2 B1 W1 W2 W3 W4 HW1 HW2 T3 T4 B21 2 3 4 5 6 7 8 9 12 11 10 13 3x6 4x5 3x6 5x14 MT20HS 3x6 3x4 6x8 3x4 6x8 5x14 MT20HS 9-6-8 9-6-8 18-9-8 9-3-0 28-4-0 9-6-8 -2-0-0 2-0-0 7-2-12 7-2-12 14-2-0 6-11-4 21-1-4 6-11-4 28-4-0 7-2-12 30-4-0 2-0-0 1- 2 - 0 10 - 7 - 5 11 - 1 - 9 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [7:0-4-0,0-2-4], [8:0-3-8,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 WB Matrix-SH 0.55 0.46 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.05 0.02 (loc) 2-12 2-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W2,W4: 2x4 DF Stud SLIDER Left 2x8 DF SS -œ 8-10-0, Right 2x8 DF SS -œ 8-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1641/0-3-8 (min. 0-1-12), 8=1641/0-3-8 (min. 0-1-12) Max Horz2=-225(LC 8) Max Uplift2=-86(LC 10), 8=-86(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1947/275, 3-4=-1711/346, 4-5=-1527/360, 5-13=-1525/360, 6-13=-1529/346, 6-7=-1711/331, 7-8=-1947/275 BOT CHORD 2-12=-88/1441, 11-12=0/1008, 10-11=0/1008, 8-10=-87/1441 WEBS 5-10=-114/651, 7-10=-440/234, 5-12=-114/651, 3-12=-440/235 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 11-2-0, Exterior(2R) 11-2-0 to 17-2-0, Interior(1) 17-2-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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) 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) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 202558 Truss L01G Truss Type Corner Rafter Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:37 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-s17prkD_1SqYyBlhBCyEIOv1t?mtet8GpeVceNy9yui Scale = 1:23.6 T1 1 2 6 7 3 4 8 5 11-1-3 11-1-3 1-9-4 1-9-4 6-2-12 4-5-8 8-2-12 2-0-0 11-1-3 2-10-7 1- 1 - 1 4 5- 6 - 1 1 0- 1 0 - 0 0- 4 - 9 5- 2 - 1 5.66 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 WB Matrix-SH 0.28 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.03 -0.00 -0.01 (loc) 4-5 4-5 2 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 17 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 0-5-8 except (jt=length) 5=Mechanical. (lb) - Max Horz5=142(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-103(LC 10), 4=-109(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5, 3 except 2=368(LC 16), 4=334(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 capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=103, 4=109. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 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) 96 lb down and 183 lb up at 5-6-6, 61 lb down and 191 lb up at 5-6-6, and 85 lb down and 62 lb up at 8-4-5, and 97 lb down and 67 lb up at 8-4-5 on top 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: 1-5=-84 Concentrated Loads (lb) Vert: 7=138(F=21, B=116) 8=-7(B) Job 202558 Truss X01B Truss Type Jack-Open Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:37 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-s17prkD_1SqYyBlhBCyEIOv?u?jiet8GpeVceNy9yui Scale = 1:21.4 EV1 T1 B1 1 2 5 3 43x4 3x4 5-11-4 5-11-4 -2-0-0 2-0-0 3-10-3 3-10-3 1- 2 - 0 3- 8 - 1 3 4- 3 - 0 0- 3 - 8 8.00 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 WB Matrix-R 0.40 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >923 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 3-10-3 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=438/0-5-8 (min. 0-1-8), 3=114/Mechanical, 4=48/Mechanical Max Horz5=94(LC 10) Max Uplift5=-5(LC 10), 3=-53(LC 10) Max Grav5=438(LC 1), 3=118(LC 18), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-372/221 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) 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. 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) 5, 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 202558 Truss X01C Truss Type Jack-Open Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:38 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-KDhB24EcolyPZLKtlvTTqbRAJO36NKOQ2IFAAqy9yuh Scale = 1:15.1 EV1 T1 B1 1 2 5 6 3 7 8 4 3x4 3x5 5-11-4 5-11-4 -2-0-0 2-0-0 1-10-3 1-10-3 1- 2 - 0 2- 4 - 1 3 2- 1 1 - 0 0- 3 - 8 8.00 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 WB Matrix-R 0.42 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 1-10-3 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=392/0-3-8 (min. 0-1-8), 3=-4/Mechanical, 4=40/Mechanical Max Horz5=59(LC 7) Max Uplift5=-25(LC 10), 3=-58(LC 16) Max Grav5=392(LC 1), 3=46(LC 31), 4=99(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-330/277 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 1-10-1 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) 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. 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) 5, 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 21 lb up at 2-0-0, and 29 lb down and 31 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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, 4-5=-20 Concentrated Loads (lb) Vert: 8=9(F) Job 202558 Truss X02 Truss Type Jack-Open Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:39 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-oPFZGQEEZ34GBVv3Jd_iNp_LJoPL6neZGy_jjGy9yug Scale = 1:21.6 EV1 T1 B1 1 2 5 3 43x4 3x4 1-11-4 1-11-4 -2-0-0 2-0-0 1-11-4 1-11-4 3-10-3 1-10-15 1- 2 - 0 3- 8 - 1 3 4- 3 - 0 0- 5 - 3 3- 3 - 9 3- 8 - 1 3 8.00 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 WB Matrix-R 0.41 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.02 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 1-11-4 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) 5=412/0-5-8 (min. 0-1-8), 3=107/Mechanical, 4=3/Mechanical Max Horz5=94(LC 10) Max Uplift5=-6(LC 10), 3=-53(LC 10), 4=-26(LC 16) Max Grav5=412(LC 1), 3=108(LC 18), 4=34(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-379/249 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) 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. 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) 5, 3, 4. 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 202558 Truss X02A Truss Type Jack-Open Qty 3 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:40 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-HcoxTmFsKNC7pfUGtKVxw0WW0CmPrEtiVckHFiy9yuf Scale = 1:14.9 EV1 T1 B1 1 2 5 6 3 43x4 3x4 1-11-4 1-11-4 -2-0-0 2-0-0 1-10-3 1-10-3 1- 2 - 0 2- 4 - 1 3 2- 1 1 - 0 0- 3 - 8 8.00 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 WB Matrix-R 0.41 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 1-10-3 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), 3=-15/Mechanical, 4=-9/Mechanical Max Horz5=59(LC 7) Max Uplift5=-25(LC 10), 3=-71(LC 16), 4=-13(LC 16) Max Grav5=382(LC 1), 3=15(LC 6), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-338/260 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 1-10-1 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) 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. 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) 5, 3, 4. 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 202558 Truss C01 Truss Type Roof Special Qty 4 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:40 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-HcoxTmFsKNC7pfUGtKVxw0WXoCe5r2riVckHFiy9yuf Scale = 1:49.3 T1 T2 B1 B2 B3 W1 W2 W4 W5 W6 1 2 3 4 5 6 10 9 8 7 12 13 11 1.5x4 4x5 3x5 1.5x4 3x4 3x10 3x5 1.5x4 4x10 1.5x4 5-4-15 5-4-15 11-9-4 6-4-5 12-0-0 0-2-12 20-6-0 8-6-0 5-4-15 5-4-15 10-6-5 5-1-7 12-0-0 1-5-11 16-0-9 4-0-9 20-6-0 4-5-7 1- 0 - 0 8- 0 - 4 9- 0 - 4 0- 4 - 7 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-0-6] 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 WB Matrix-SH 0.36 0.61 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 -0.30 0.07 (loc) 6-7 6-7 6 8-9 l/defl >999 >529 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 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 *Except* W2,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 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=-30/0-3-8 (min. 0-1-8), 8=1905/0-5-8 (min. 0-2-1), 11=222/Mechanical Max Horz11=144(LC 7) Max Uplift6=-198(LC 7), 8=-159(LC 11), 11=-152(LC 7) Max Grav6=170(LC 8), 8=1905(LC 1), 11=312(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/313, 2-12=-144/632, 3-12=-122/724, 3-4=-101/730, 4-13=-227/986, 5-13=-245/843, 5-6=-243/697 BOT CHORD 9-10=-358/354, 8-9=-358/354, 7-8=-925/233, 4-7=-454/180, 6-7=-501/228 WEBS 2-9=0/275, 2-8=-587/148, 3-8=-827/52, 5-7=-373/140, 10-11=-312/152, 1-10=-271/178 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 7-6-5, Exterior(2R) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 17-4-4, Exterior(2E) 17-4-4 to 20-4-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=198, 8=159, 11=152. 6) 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 202558 Truss J01A Truss Type Common Qty 5 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:41 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-loMKg6GV5gL_Qo3SQ20ASE3fTc0hadMskGTqn8y9yue Scale = 1:61.2 T1 T2 B1 W1 W2 W3 W4 HW1 HW2 T3 T4 B2 1 2 3 4 5 6 7 8 11 10 9 12 13 3x6 4x5 3x6 5x14 MT20HS 3x6 3x4 6x8 3x4 6x8 5x14 MT20HS 9-6-8 9-6-8 18-9-8 9-3-0 28-4-0 9-6-8 7-2-12 7-2-12 14-2-0 6-11-4 21-1-4 6-11-4 28-4-0 7-2-12 30-4-0 2-0-0 1- 2 - 0 10 - 7 - 5 11 - 1 - 9 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-4], [6:0-4-0,0-2-4], [7:0-3-8,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 WB Matrix-SH 0.56 0.46 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.05 0.02 (loc) 1-11 1-11 7 1-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 184 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W2,W4: 2x4 DF Stud SLIDER Left 2x8 DF SS -œ 8-10-0, Right 2x8 DF SS -œ 8-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1467/0-3-8 (min. 0-1-9), 7=1647/0-3-8 (min. 0-1-12) Max Horz1=-222(LC 8) Max Uplift1=-57(LC 10), 7=-86(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1963/283, 2-12=-1731/357, 3-12=-1545/358, 3-4=-1523/371, 4-13=-1534/365, 5-13=-1539/351, 5-6=-1720/336, 6-7=-1957/280 BOT CHORD 1-11=-100/1464, 10-11=0/1017, 9-10=0/1017, 7-9=-91/1448 WEBS 4-9=-113/651, 6-9=-439/234, 4-11=-125/668, 2-11=-455/244 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-2-0, Exterior(2R) 11-2-0 to 17-2-0, Interior(1) 17-2-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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) 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) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 202558 Truss X01A Truss Type Jack-Open Qty 6 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:42 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-D_wiuSH7s_Tr2yde_lXP?Rct40QBJ8N?ywDNJby9yud Scale = 1:29.3 EV1 T1 B1 B2 B3 1 2 3 8 7 6 9 10 4 5 2x4 3x4 1.5x4 3x4 4x5 2-5-8 2-5-8 5-11-4 3-5-12 -2-0-0 2-0-0 2-5-8 2-5-8 5-11-4 3-5-12 1- 2 - 0 5- 1 - 8 5- 7 - 1 1 4- 2 - 4 4- 8 - 5 0- 1 1 - 4 8.00 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 WB Matrix-R 0.37 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 -0.04 0.08 (loc) 6 5-6 4 5-6 l/defl >999 >661 n/a >912 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 Stud WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 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=512/0-5-8 (min. 0-1-8), 4=186/Mechanical, 5=78/Mechanical Max Horz8=134(LC 10) Max Uplift8=-4(LC 10), 4=-70(LC 10), 5=-2(LC 10) Max Grav8=512(LC 1), 4=186(LC 1), 5=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-458/207 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 1-7-9, Exterior(2R) 1-7-9 to 5-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. 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) 8, 4, 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 202558 Truss PB01 Truss Type Piggyback Qty 9 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:43 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-hBU45nHldIbig6CrYT3eXf85RPoC2a39Bayxs1y9yuc Scale: 3/8"=1' T1 T2 B1 ST1 ST2 ST3 1 2 3 4 5 6 7 10 9 8 11 12 4x5 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-6-0 15-6-0 7-9-0 7-9-0 15-6-0 7-9-0 0- 4 - 7 5- 2 - 0 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 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 WB Matrix-SH 0.14 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 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 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 14-0-2. (lb) - Max Horz2=-104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=319(LC 1), 10=420(LC 1), 8=420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-336/192, 5-8=-336/192 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) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 4-9-0, Exterior(2R) 4-9-0 to 10-9-0, Interior(1) 10-9-0 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 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) 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. 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) 2, 10, 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 202558 Truss X01 Truss Type Jack-Open Qty 31 Ply 1 08/02 Pine Brook Estates Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Fri Dec 11 17:05:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:WcW_M0D7rVgfeTe7o5utSRyA__Q-9N2SJ7INObjZHGn16Aat4shADp5Sn2tIQEiUOTy9yub Scale = 1:29.3 EV1 T1 B1 1 2 5 6 7 3 4 4x5 3x4 5-11-4 5-11-4 -2-0-0 2-0-0 5-11-4 5-11-4 1- 2 - 0 5- 1 - 8 5- 7 - 1 1 4- 8 - 5 5- 1 - 8 8.00 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 WB Matrix-R 0.53 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.06 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >826 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 5-11-4 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) 5=512/0-5-8 (min. 0-1-8), 3=201/Mechanical, 4=63/Mechanical Max Horz5=134(LC 10) Max Uplift5=-4(LC 10), 3=-85(LC 10) Max Grav5=512(LC 1), 3=201(LC 1), 4=106(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-461/225 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 1-7-9, Exterior(2R) 1-7-9 to 5-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. 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) 5, 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. 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